transportation & capital improvements (tci) …€¦ · beginning chain p_patricio description...
TRANSCRIPT
PR
OF
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ONAL ENG
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S
TATE OF TEX
A
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91831
JOHN HERNANDEZ
I
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LICENSE
D
8/11/2017
UP
UP
Lake
Elmendorf
ALAZAN
CR
EE
K
SAN
CR
EE
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AP
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San Fernando Cemetery
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N
AS T
E
C
ITY
RTATISE
BIL
BULA
ANUC
X
AO
S
O
NIO
TNA
F
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478LOCATION MAP
NOT TO SCALE
100% SUBMITTAL
PLANS PREPARED BY:
DEPARTMENTTRANSPORTATION & CAPITAL IMPROVEMENTS (TCI)
Through innovation and dedication, we build and maintain San Antonio's infrastructure.
PROJECT INFORMATION:
STA 10+91.19
BEGIN PROJECT
STA 15+80.61
END PROJECT
TABLE OF CONTENTS
SHEET NO. TITLE OF SHEET
SAN PATRICIO ST(S HAMILTON AVE TO NUEVA LEON ST )
DESIGN SPEED LIMIT: 30 MPH
EXIST SPEED LIMIT: 30 MPH
CLASSIFICATION: LOCAL TYPE A
26
23
12
10
4
25
14
11
9
3
TREE PROTECTION DETAILS
WHEELCHAIR RAMP STANDARDS
MISCELLANEOUS CONSTRUCTION STANDARDS (I & II)
CONCRETE DRIVEWAY STANDARDS
ROADWAY/DRIVEWAY CROSS SECTIONS
ROADWAY DETAILS
INTERSECTION LAYOUTS
ROADWAY PLAN AND PROFILE
DRIVEWAY TABLE
ESTIMATED QUANTITIES
TRAFFIC CONTROL PLAN GENERAL NOTES
GENERAL NOTES
TYPICAL SECTIONS
PROJECT LAYOUT
TITLE SHEET
28
27
-
24
-
13
-
-
8
7
6
5
-
2
1
K:\
CO
SA
San
Patricio\
GE
NE
RA
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PA
TRI
CI
O_
Project layout01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
1005050
SCALE: 1"= 100'
025
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
10+00 11+00 12+00 13+00 14+00 15+00 16+00CP
CP
CPCPCP
GUY
SS SSSSSS
SS
PP
PP
PP
PP
PP
PPPPPP
PP
PP
PP
PP
PP
PPSGN
W
W
W
WW
WWW
W WW
WWW
W
11
2
PROJECT LAYOUT
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROWE
XI
ST
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
EXI
ST
RO
W
[ SAN PATRICIO
S HAMILTON
CA
NA
RI
O
S
HA
MI
LT
ON
AV
E
COLIMA ST
NU
EV
A
LE
ON
ST
STA 10+91.19
BEGIN PROJECT
STA 15+80.61
END PROJECT
LEGEND
PROJECT CONTROL POINT (SURVEY)
PROPOSED ROADWAY
EXISTING ROADWAY
EXISTING ROW/EASEMENT
Ending chain P_PATRICIO description
===============================================================================
Point PRC02 N 13,702,274.4772 E 2,118,192.0738 Sta 16+75.00
Course from PRC01 to PRC02 S 84° 11' 19.30" E Dist 675.0000
Point PRC01 N 13,702,342.8227 E 2,117,520.5428 Sta 10+00.00
===============================================================================
Beginning chain P_PATRICIO description
PRC01 PRC02
Chain P_PATRICIO contains:
HORIZONTAL ALIGNMENT DATA
EL=655.42
E=2117572.5655
N=13702336.6406
CP 5
EL=649.91
E=2117944.734
N=13702298.1964
CP 3
EL=651.64
E=2117793.0045
N=13702314.1388
CP 4
EL=647.68
E=2118119.7560
N=13702286.9650
CP 1
EL=648.04
E=2118130.8730
N=13702465.4010
CP 2
K:\
CO
SA
San
Patricio\
GE
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PA
TRI
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O_
TY
P.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055
SCALE: 1"= 10'
0
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
1 2
TYPICAL SECTIONS
3
TYPICAL SECTIONS
STA 10+91.19 TO STA 15+24.00
2% 2%
ROW 28.0'
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
VARIES 4.0" TO 7.0"
EXIST FLEXIBLE BASE
EXISTING PATRICIO
EXISTING SAN PATRICO AVE
EXISTING SAN PATRICIO AVE
[ SAN PATRICIO
2% 2%
ROW 28.0'
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
[ SAN PATRICIO
VARIES 4.0" TO 7.0"
EXIST FLEXIBLE BASE
STA 15+24.00 TO STA 15+80.61
EXISTING PAVEMENT SECTION
B-4
B-3
B-2
B-1
BORING
BROWN CLAY
BROWN CLAY
BROWN CLAY
BROWN CLAY
SUBGRADE
5.5"
7.0"
5.5"
3.0"
ASPHALT THICKNESS
5.0"
7.0"
6.0"
4.0"
BASE THICKNESS
VARIES 3.0" TO 7.0"
EXIST ASPHALT
16.0'
8.0' LANE 8.0' LANE
22.0'
11.0' LANE 11.0' LANE
VARIES 3.0" TO 7.0"
EXIST ASPHALT
3.0' 3.0'
6.0' 6.0'
K:\
CO
SA
San
Patricio\
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PA
TRI
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P.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055
SCALE: 1"= 10'
0
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
4
2 2
TYPICAL SECTIONS
2%
17.0' FACE TO FACE
R.O.W. 28.0'
STA 10+91.19 TO STA 15+80.61
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
1.0'1.0'
TYPICAL SECTIONS
CURB & GUTTER
PROP MOUNTABLECURB & GUTTER
PROP MOUNTABLE
TACK COAT
22.0' HMAC TYPE "B" BASE COURSE(6")
22.0' CEMENT TREATED SUBGRADE (6")
25 LBS/SY
1.0' 1.0'
PROPOSED PATRICIO
PROPOSED SAN PATRICIO TYPICAL SECTION
[ SAN PATRICIO
LANE
8.5'
LANE
8.5'4.25' 6.75'
SURFACE COURSE (2")
15.0' HMAC TYPE "D"
PROPOSED PAVEMENT SECTION
25 LBS PER SY CEMENT RATE
6" CEMENT TREATED SUBGRADE
6" TYP B ASPHALT BASE
TACK COAT (0.1 GAL PER SY)
2" TY D ASPHALT SURFACE
SIDEWALK
PROP 4'
2%1.5%
X-SLOPE DIRECTION
[ SAN PATRICIO
(+)
(-)
(+)
(-)
LEFT RIGHTX-SLOPE TRANSITIONS
+0.76
-2.00
-2.00
-0.38
LEFT (%)
15+80.61
15+45.00
11+35.00
10+91.19
STATION
-1.27
-2.00
-2.00
+0.26
RIGHT (%)
GENERAL NOTES
AND SPECIES.
DIE WITHIN TWELVE (12) MONTHS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE
FERTILIZING, PRUNING AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. TREES THAT
MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THIS INCLUDES IRRIGATION,
FOR CONSTRUCTION JUNE 2008, OR LATEST.
ANY DAMAGE DONE TO EXISTING FENCES, CONCRETE ISLANDS, STREET PAVING, CURBS, SHRUBS,
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL SIGNS AND BARRICADES ARE
6. IF THE NEED ARISES, ADDITIONAL BARRICADES AND DIRECTIONAL DEVICES MAY BE ORDERED
7. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.171 C.P.S. MUST MAINTAIN ACCESS TO
8. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR TWENTY FOUR (24) HOURS PRIOR TO BACKFILL OF
BY THE TRAFFIC ENGINEERING REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION TO DETERMINE
11. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE
9. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES, MARKS, ETC. IF ANY ARE
3. THE CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF MAIL BY THE U.S. POSTAL
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION
2. NO EXTRA PAYMENT SHALL BE ALLOWED FOR WORK CALLED FOR ON THE PLANS, BUT NOT
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF SAN ANTONIO STANDARD SPECIFICATIONS
12. ALL WASTE MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE HIS SOLE
13. THE CONTRACTOR SHALL NOT PLACE ANY WASTE MATERIAL IN THE 100-YEAR FLOOD PLAIN
14. THE CONTRACTOR SHALL MAINTAIN ALL ADJOINING STREETS AND TRAVELED ROUTES FREE FROM
15. IF THE CONTRACTOR ENCOUNTERS ANY ARCHAEOLOGICAL DEPOSITS DURING CONSTRUCTION
IF THE TIME REQUIRED FOR INVESTIGATION IS LESS THAN OR EQUAL TO THREE (3) DAYS FOR
16. IF SUSPECTED CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION OPERATIONS, C.O.S.A.
THE CONTRACTOR MUST STOP THE EXCAVATION IMMEDIATELY AND CONTACT THE C.O.S.A.
17. CONTRACTOR IS TO INCLUDE A MAILBOX POST BLOCKOUT FOR VACANT LOTS AND ALL
BEXAR METROPOLITAN WATER DISTRICT (BEXAR MET) 354-6538 / 357-5741
COSA DRAINAGE 207-8048
TEXAS STATE WIDE ONE CALL LOCATOR 1-800-344-8377
COSA SIGNAL OPERATIONS 207-7720 / 207-7765
REPONSIBILITY TO DISPOSE OF THIS MATERIAL OFF THE LIMITS OF THE PROJECT. NO WASTE MATE-
BE RESPONSIBLE FOR PROTECTING VIA FACILITIES IF ADJACENT TO WORK AREA.
OF EXECUTING THE CONTRACT UNLESS OTHERWISE NOTED BY VIA. THE CONTRACTOR WILL
TRACTOR IS REQUIRED TO REPLACE ALL FLATWORK REMOVED OR DAMAGED IN THE COURSE
OR WILL BE LIABLE FOR ANY DAMAGES TO VIA FACILITIES NOT REMOVED BY VIA. THE CON-
FOR SHELTER REMOVAL (TELEPHONE NOS: (210) 362-2155 OR (210) 362-2096). THE CONTRACT-
OTHER VIA FACILITIES THAT MAY BE PRESENT. PLEASE PROVIDE THIRTY DAYS PRIOR NOTICE
CONTACT VIA FOURTEEN DAYS PRIOR, FOR THE REMOVAL OF BENCHES, STOP POLES OR ANY
18. CONTRACTOR SHALL NOT REMOVE OR ADJUST ANY VIA FACILITIES. THE CONTRACTOR MUST
1. NO UTILITY OR STREET EXCAVATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION
2. TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE
3. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN
4. ROOTS WILL BE CUT WITH A ROCK SAW OR BY HAND, NOT BY AN EXCAVATOR OR OTHER
5. ALL CURB AND SIDEWALK WORK SHALL USE ALTERNATIVE CONSTRUCTION METHODS TO
6. EXPOSED ROOTS SHALL BE COVERED AT THE END OF THE DAY USING TECHNIQUES SUCH AS
7. NO EQUIPMENT, VEHICLES OR MATERIALS SHALL OPERATE OR BE STORED WITHIN THE ROOT
11. NO EXCESSIVE TREE TRIMMING WILL BE PERMITTED.
8. SAPLINGS, SHRUBS OR BUSHES TO BE CLEARED FROM THE PROTECTED ROOT ZONE AREA
9. NO WIRES, NAILS OR OTHER MATERIAL MAY BE ATTACHED TO PROTECTED TREES.
10. TREES, TREE LIMBS, BUSHES AND SHRUBS LOCATED IN THE CITY STREET OR ALLEY
12. ALL DEBRIS GENERATED BY THE PRUNING AND TRIMMING OF THE TREES AND / OR BUSHES
13. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS.
15. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING
16. TREE PLANTING FOR MITIGATION OR ENHANCEMENT: ALL PLANTED TREES SHALL BE
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN VEHICULAR AND
2. WHEN THE WORK REQUIRES THE EXCAVATION OF THE STREET AND THE
3. PRIOR TO INITIATING THE CONSTRUCTION OF NEW DRIVEWAY APPROACHES,
4. FOR BUSINESSES WITH MORE THAN ONE DRIVEWAY, AT LEAST ONE
ACCESSIBILITY REQUIREMENTS
TREE PROTECTION AND PRESERVATION GENERAL NOTES
IF MORE THAN THREE (3) DAYS ARE REQUIRED FOR INVESTIGATION (NOT INCLUDING HOLIDAY
SURVEY INFORMATION
INCLUDED IN THE BID PROPOSAL. THIS INCIDENTAL WORK WILL BE REQUIRED AND SHALL BE
INCLUDED IN THE PAY ITEM TO WHICH IT RELATES.
SERVICE.
BUSHES OR DRIVEWAYS. (NO SEPARATE PAY ITEM).
PROPERLY INSTALLED AND MAINTAINED. ALL LOCATIONS AND DISTANCES WILL BE DECIDED
UPON IN THE FIELD BY THE CONTRACTOR, USING THE "TEXAS MANUAL ON UNIFORM TRAFFIC
REPRESENTATIVE WILL ONLY BE RESPONSIBLE TO INSPECT BARRICADES AND SIGNS. IF,
CONTROL DEVICES". THE CITY'S CONSTRUCTION INSPECTOR AND TRAFFIC ENGINEERING
IN THE OPINION OF THE TRAFFIC ENGINEERING REPRESENTATIVE AND THE CONSTRUCTION
INSPECTOR, THE BARRICADES AND SIGNS DO NOT CONFORM TO ESTABLISHED STANDARDS OR
ARE INCORRECTLY PLACED OR ARE INSUFFICIENT IN QUANTITY TO PROTECT THE GENERAL
PUBLIC, THE CONSTRUCTION INSPECTOR SHALL HAVE THE OPTION TO STOP OPERATIONSUNTIL SUCH TIME AS THE CONDITIONS ARE CORRECTED.
GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS
VALVES THAT ARE IN THE PROJECT AREA.
ANY UTILITY TRENCHES TO SCHEDULE FOR DENSITY TEST AS REQUIRED.
DESTROYED OR REMOVED BY THE CONTRACTOR OR HIS EMPLOYEES, THEY SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
THE LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE FOLLOWING AT
LEAST FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATION OPERATION:
SAN ANTONIO WATER SYSTEM (SAWS) 233-2010
TAKEN FROM AVAILABLE RECORDS AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED
AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR ANY DAMAGE TO AND FOR THE MAINTENANCE AND PROTECTION OF
THE EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. LOCATION AND
DEPTH OF EXISTING UTILITIES SHOWN HERE ARE APPROXIMATE ONLY. ACTUAL LOCATIONS
AND DEPTHS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND HE
SHALL BE RESPONSIBLE FOR PROTECTION OF SAME DURING CONSTRUCTION.
ARTIFICIAL OR NATURAL DRAINAGE.
RIAL SHALL BE PLACED IN EXISTING LOWS THAT WILL BLOCK OR ALTER FLOW LIMITS OF EXISTING
WITHOUT FIRST OBTAINING AN APPROVED FLOOD PLAIN DEVELOPMENT PERMIT.
SPILLED AND / OR TRACKED CONSTRUCTION MATERIALS AND / OR DEBRIS.
OPERATIONS, THE CONTRACTOR MUST STOP EXCAVATION IMMEDIATELY, CONTACT THE CITY
WITHOUT WRITTEN PERMISSION FROM THE CITY.
INSPECTOR, AND CALL THE CITY HISTORIC PRESERVATION OFFICE AT 207-7306 OR 207-3327 FOR
AN ARCHAEOLOGICAL INVESTIGATION. THE CONTRACTOR CANNOT BEGIN EXCAVATION AGAIN
AND WEEKENDS) AND IF THE CONTRACTOR IS UNABLE TO WORK IN OTHER AREAS, THEN THE
CONTRACTOR WILL BE ALLOWED TO NEGOTIATE FOR ADDITIONAL CONSTRUCTION TIME UPON
WRITTEN REQUEST WITHIN TEN (10) DAYS AFTER THE FIRST NOTICE TO THE CITY OF
ARCHAEOLOGICAL INVESTIGATION FOR EACH EVENT.
EACH EVENT, CONTRACT DURATION WILL NOT BE EXTENDED.
RESIDENCES WHICH DO NOT HAVE MAILBOXES AT THE CURB. BLOCKOUTS ARE PROVIDED
FOR FUTURE USE BY THE POST OFFICE.
SHALL BE NOTIFIED IMMEDIATELY WHEN CONTAMINATED SOILS AND / OR GROUNDWATER ARE
ENCOUNTERED AT LOCATIONS NOT IDENTIFIED IN THE PLANS. THE NOTIFICATION SHOULD
INCLUDE THE STATION NUMBER, TYPE OF CONTAMINATED MEDIA, EVIDENCE OF CONTAMINATION
AND MEASURES TAKEN TO CONTAIN THE CONTAMINATED MEDIA AND PREVENT PUBLIC ACCESS.
THE CONTAMINATED SOIL AND / OR GROUNDWATER SHALL NOT BE REMOVED FROM THE
LOCATION WITHOUT PRIOR C.O.S.A. APPROVAL.
INSPECTOR. THE CONTRACTOR CANNOT BEGIN EXCAVATION ACTIVITIES WITHOUT WRITTEN
PERMISSION FROM THE CITY.
- CITY PUBLIC SERVICE ENERGY
- TIME WARNER
- AT&T
- MCI
AND TREATMENT MEASURES HAVE NOT BEEN COMPLETED AND APPROVED.
INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION.
DURING CONSTRUCTION ACTIVITY, AT LEAST A SIX-INCH LAYER OF COARSE MULCH SHALL BE
PLACED AND MAINTAINED OVER THE ROOT PROTECTION ZONE (NO SEPARATE PAY ITEM).
EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED
WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR FOR GUIDANCE.
COVERING WITH SOIL, MULCH, OR WET BURLAP.
ROAD CONSTRUCTION EQUIPMENT.
MINIMIZE EXTENSIVE ROOT DAMAGE TO TREES (REFER TO DETAILS).
OF A LARGE TREE SHALL BE REMOVED BY HAND AS DESIGNATED BY THE INSPECTOR.
10 FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES IN
CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER
OAK WILT.
PRUNING METHODS. OAK WOUNDS SHALL BE PAINTED OVER WITHIN 30 MINUTES TO PREVENT
OF RADIUS PER INCH OF TREE'S DIAMETER. A 10-INCH DIAMETER TREE WOULD HAVE A
PROTECTION ZONE OF ANY TREE NEAR THE PROJECT. ROOT PROTECTION ZONE IS 1 FOOT
RIGHT-OF-WAY OR PERMANENT EASEMENTS WHICH INTERFERE WITH PROPOSED
CONSTRUCTION ACTIVITIES SHALL BE PROPERLY PRUNED FOLLOWING THE ANSI A-300
AFTER APPROVAL FROM THE CAPITAL PROJECTS MANAGEMENT THROUGH THE INSPECTOR.
STANDARDS FOR PRUNING. ALL TREE PRUNING SHALL BE COMPLETED BY A CITY OF SAN
ANTONIO TREE MAINTENANCE LICENSED CONTRACTOR (ARTICLE 21-171, CITY CODE) ONLY
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY
(NO SEPARATE PAY ITEM).
MAINTENANCE MAY INCLUDE, BUT NOT LIMITED TO: WATERING THE ROOT PROTECTION ZONE,
WASHING FOLIAGE, FERTILIZATION, PRUNING, ADDITIONAL MULCH APPLICATIONS AND OTHERMAINTENANCE AS NEEDED ON THE PROJECT.
14. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST. (207-0278)
CONSTRUCTION SHALL BE MITIGATED TO THE CITY'S SATISFACTION.
DRIVEWAY SHALL REMAIN OPEN WHILE THE OTHER NEW DRIVEWAY APPROACHES
REMOVAL OF THE EXISTING DRIVEWAY APPROACHES AND SIDEWALKS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY
BASE OR GRAVEL MATERIAL AT NO SEPARATE COST TO THE CITY.
THE CONTRACTOR SHALL GIVE ADVANCE WARNING IN PERSON, OR IN
BY THE RESIDENTS.
ARE CONSTRUCTED. FOR BUSINESSES WITH ONLY ONE DRIVEWAY, THE NEWDRIVEWAY APPROACH SHALL BE CONSTRUCTED IN HALF WIDTHS, UNLESS ATEMPORARY ASPHALT DRIVEWAY IS FIRST INSTALLED AT NO SEPARATE COSTTO THE CITY.
PEDESTRIAN ACCESS AT ALL TIMES TO LOCAL RESIDENCES AND BUSINESSES.
ALL-WEATHER ACCESS TO THE BUSINESSES AND RESIDENCES. THETEMPORARY DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH FLEXIBLE
WRITING, OF AT LEAST 48 HOURS TO EACH RESIDENCE THAT WILL BEIMMEDIATELY AFFECTED, SO THAT ALTERNATE PLANS MAY BE MADE
5
1 1
GENERAL NOTES
1. ALL SURVEY INFORMATION PROVIDED BY GARCIA & WRIGHT SURVEYORS.
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8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
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ONAL ENG
NE
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TATE OF TEX
A
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91831
JOHN HERNANDEZ
I
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LICENSE
D
8/11/2017
SAN PATRICIO ST
100
DATE:__________________
CITY OF SAN ANTONIO
SHEET NO.:_____OF_____CHKD. BY:______________DSGN. BY:______________DRWN. BY:______________
__________% SUBMITTAL PROJECT NO.:___________________________________
GENERAL NOTESTRAFFIC CONTROL PLAN
28
8/11/2017
6
Revised Nov. 2002
approval.
be required to provide a detour plan for such a closure to the Engineer for
Engineer, the Contractor may close an entire intersection. The Contractor will
intersections may be constructed simultaneously. With approval from the
done during weekend hours or as directed by the Engineer. No two adjacent
constructed in stages so as to maintain access. Intersection work shall be
Unless otherwise indicated in the plans, intersecting streets shall be 7.
This work shall be part of the Phase.
All storm drainage pipes are not considered utilities, regardless of size. 6.
the Traffic Division.
construction, unless specifically noted on the plans or authorized in writing by
sewer construction will take place outside of the phasing limits under
The plans are phased for street and storm drainage construction. No storm 5.
finish Type "B" or Type “D” asphalt up to Phase 8.).20 phases, before the contractor can start construction of Phase 17, he must
least 50% of the lower phases he has worked on. (Example: If the project has
begin Phase 17, he must completely finish with Type "B" or Type "D" asphalt at
If the project has more than sixteen (16) phases, before the contractor can 4.
“Flexible Base") before proceeding to Phase 2.material and approved densities (prime coated if base material is item No. 200
are only two (2) phases in the project, Phase 1 must be completed 100% with base
material is Item No. 200 “Flexible Base") before beginning Phase 3. If there completed 100% with case material and approved densities (prime coated if base
Such as Phase 1 and Phase 2 and before going to Phase 3, Phase 1 must be
worked at the same time, in projects where there are at least three (3) phases.
Unless otherwise indicated in the plans, two (2) phases in sequence may be 3.
remain open at all times.
alteration. All remaining streets within the project or separate area shall
areas may be under construction at the same time with an approved field
project will not be allowed. Projects that consist of distinct and separate
the plans. Partial construction at different scattered locations within the
phases of construction may be worked at one time, unless otherwise indicated in
If there are two (2) or more phases in the project, no more than two (2) 2.
expeditious flow of traffic at all times during construction.
public as well as construction personnel and equipment and to facilitate an
and warning signs shall be located so as to afford the maximum protection to the
office immediately to make the necessary arrangements. The temporary barricades
construction inspector, after having been notified, will contact the engineering
motorists a minimum of seven (7) days notice before street closure. The
closure. This much time is necessary to install advisory signs and give the
advise Construction Inspections ten (10) days in advance of any arterial street
of any minor street closure. It will be the contractor's responsibility to
construction inspector 48 hours in advance (not including weekends or holidays)
on any changes or modifications. The contractor must contact the City's
Department of Public Works which has complete authority to make final decisions
Any questions regarding phasing or staging will be strictly handled by the 1.
PHASING AND STAGING NOTES - STREET AND DRAINAGE CONSTRUCTION
Revised January, 2010
construction zone material (black legend on orange background, using plywood substrate, etc.).
Inspector at the end of the project. If temporary signs are used during construction, they shall have a minimum of 4-inch letters, and may be fabricated with
street name signs are used, they must be maintained in the condition encountered prior to the beginning of construction, and then be turned in to the City
The contractor shall maintain either the existing or temporary street name signs at each intersection onsite throughout construction. If the existing 22.
VIA at (210)362-5220.
apprise them of the pending street closure at least forty-eight hours in advance.. If the closure falls along a bus route, the contractor shall also contact
be blocked, the contractor shall contact the dispatchers for the Fire Department and EMS at (210)227-8341 and the Police Department at (210)207-2257, to
The contractor shall maintain continuous access to all intersecting streets unless otherwise shown on these plans. When continuous access is scheduled to 21.
City staff within two hours of the initial contact.
telephone number must be a commercial answering service. The answering service must be able to contact the contractor and have the contractor respond to the
The contractor shall provide the city an emergency telephone number for evenings, weekends, and holidays by the first working day of the project. This 20.
maintained or detoured as directed by the Traffic Engineer. There will be no additional payment for the maintaining of traffic or detours.
If split construction is shown, then the sanitary sewer shall be completed prior to beginning street and drainage construction, and traffic shall be 19.
requirement where two-way traffic is to be maintained.
Off-duty police officers will be required as directed by the Traffic Engineer at no direct payment, cost to be included in other Bid Items. This will be a 18.
section must be approved by the City's Street Engineer. There will be no direct payment for this work. The cost is to be included in other items.
The contractor is responsible for repairing all streets outside of the project limits which are damaged due to construction activities. The replaced 17.
the contractor's expense. The decision to repair, as opposed to replace, the damaged equipment shall be made by the City's Traffic Engineer.
Any damage to permanent traffic signals, the controller box, loops or conduits during or upon completion of the project shall be repaired or replaced at 16.
all jobs during construction.
The COI will monitor the contractor 's traffic control devices and will be responsible to furnish all residents and businesses with an information flyer on 15.
All temporary traffic control devices, etc. shall be provided by the contractor without direct payment, unless otherwise noted or stated.14.
standard pavement markings can be. Temporary markings shall be placed at no direct payment.
either temporary additional short-term expendable pavement markings, or raised pavement markings may be provided to delineate continuity until such time as
Permanent pavement markings shall be applied prior to the opening of the completed street to traffic. Prior to the application of permanent markings, 13.
should be included in other items.
In addition, temporary markings must be removed. All of this is to be done at no direct payment; cost removed from the existing pavement must be replaced.
After construction is completed and traffic is rerouted back to the original lanes, the traffic control markings and/or raised buttons that were originally
Devices.
shall be removed and approved temporary pavement markings and signs installed in accordance with Part VI-D of the Texas Manual on Uniform Traffic Control
When construction work necessitates the utilization of vehicle paths other than the lanes normally used, traffic control markings no longer applicable 12.
temporary sidewalks and construction fence (NSPI).
The contractor shall provide for access to residences and all businesses at all times within all the phases of the work. Access will be provided via 11.
The contractor shall provide access for delivery of mail by the U.S. Postal Service.10.
The contractor shall be responsible for providing suitable access accommodation s for school children and pedestrians along the construction limits.9.
direct payment, with the cost to be included in other items.
The contractor must maintain all streets within project limits open to through traffic by repairing trenches, potholes, leveling up with asphalt, etc. at no 8.
Control Devices.
Temporary traffic control devices shall conform to the City's "Typical Sign and Barricade Standards" sheets and to the Texas Manual on Uniform Traffic 7.
engineering representative at the contractor's expense.
If the need arises, additional temporary traffic control devices, special directional devices, and/or business name signs may be ordered by the traffic 6.
As work progresses, location of temporary traffic control devices will be adjusted and modified, as necessary by the contractor at contractor's expense.5.
arrangements.
motorists a minimum of 7 days notice of the street closure. The COI after being notified will contact the traffic engineering office to make the necessary
This much time is necessary to install advisory signs and give the responsibility to advise the COI 10 days in advance of and arterial total street closure.
The contractor must contact the City’ s COI 48 hours in advance (not including weekends) of any minor street closure. It will be the contractor 's 4.
contractor’s expense.reinstalled by the contractor. All permanent signs or traffic control devices missing or damaged upon completion of construction shall be replaced at the
public. It the City of San Antonio has removed permanent stop signs, the contractor shall request that the signs be returned to the construction site to be
It is the contractor’s responsibility to obtain and maintain temporary stop signs and all other traffic control devices required to protect the general 3.
Operations Section. The barricades shall not be removed until all applicable permanent traffic signs and signals are in place.
and at 207-3951 for a traffic sign inventory. Prior to completion of the contract and removal of the barricades, the contractor shall again contact the Traffic
Prior to starting construction, the contractor shall contact the City of San Antonio Traffic Operations Section at 207-4586 for a traffic signal inventory, 2.
contractor.
public, the COI shall have the option to stop construction operations at no expense to the City until such time as the conditions are corrected by the
the COI, the traffic control devices do not conform to established standards or are incorrectly placed or are insufficient in quantity to protect the general
representative will only be responsible to inspect the traffic control devices being deployed. If, in the opinion of the traffic engineering representative and
The City’s construction observer/inspector (COI) and the traffic engineering requirements of the Texas Manual on Uniform Traffic Control Devices.
for review a Traffic Control Plan sealed by a Professional Engineer registered in the State of Texas, including a sign and barricade plan conforming to the
event that these plans do not include traffic control, or that the Contractor wishes to vary from traffic control included with these plans, he shall submit
the plans, specifications and related industry standards and regulations. These notes, do not, in of themselves, constitute a Traffic Control Plan. In the
It is the contractor’s sole responsibility to see that all traffic control devices are properly installed and maintained at the job site in accordance with 1.
TRAFFIC NOTES AND SPECIAL CONDITIONS
Transportation & Capital Improvements (TCI) Department
100
1 1
7
ESTIMATED QUANTITIES
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8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
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ONAL ENG
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TATE OF TEX
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91831
JOHN HERNANDEZ
I
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8/11/2017
SAN PATRICIO ST
100
1 1
8
DRIVEWAY TABLE
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8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
K:\
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8/11/2017
PR
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LC
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
ROADWAY - PLAN AND PROFILE
PROFILE VIEW LEGEND
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
EXI
ST
L
W
SS
G
UE
UT
OHE
OHT
OHET
PLAN VIEW LEGEND
MGR
EXISTING ROW LEFT
EXISTING ROW RIGHT
EXISTING BASELINE
PROPOSED PGL
W
W
T
EXIST UTIL POLE
EXIST WATER METER
EXIST G/W VALVE
EXIST SS MH
EXIST TEL MH
EXIST HYDRANT
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
402020
VERT: 1"= 4'
HORZ: 1"= 40'
010
EXIST UNDERGROUND TELECOM
EXIST UNDERGROUND ELECTRIC
EXIST OVERHEAD TELECOM
EXIST OVERHEAD ELEC & TELECOM
EXIST OVERHEAD ELECTRIC
EXIST GAS
EXIST SANITARY SEWER
EXIST WATER
EXIST MAIL BOX
SIDEWALK RAMP
PROPOSED EDGE OF PAVEMENT
EXISTING FENCE LINE
EXISTING EDGE OF PAVEMENT
EXISTING RIGHT OF WAY
SAN PATRICIO ST
100
PO
T 10
+00.00
10+00 11+00 12+00 13+00 14+00
W W W
W W
W
W
W
W
W
W
W
W
CPCP
SGN
BE
GI
N
CO
NS
TR
UC
TI
ON
EL
= 655.10
ST
A 10
+91.19
@ SAN PATRICIO [
EXIST GROUND
[ SAN PATRICIO
PROP
VPI
ST
A. 11
+30.00
EL.
= 653.77
(-) 3.42%
(-) 1.92%
VPI
ST
A. 12
+45.00
EL.
= 651.56
(-) 1.92%
(-) 1.39%
VPI
ST
A. 13
+28.00
EL.
= 650.41
(-) 1.39%(-) 0.90%
10+00 11+00 12+00 13+00 14+00
655.46
655.16
653.67
652.86
651.81
651.29
650.69
650.00
654.80
653.39
652.43
651.49
650.80
650.21
649.76
1 2
9
EXIST ROW
EXIST ROW
EXI
ST
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
EXI
ST
RO
W
[ SAN PATRICIO
28.0'
RO
W
S
HA
MI
LT
ON
BEGIN TO STA 14+00.00
MA
TC
H
LI
NE
ST
A 14
+00
STA 10+91.19
BEGIN PROJECT
1
2
3 4
5 6
7
8
9 10
11
1006 S HAMILTON ST
JOSE PASTOR NAVARRETE
PID: 379800
1631 SAN PATRICIO ST
HERLINDA LARA RESENDEZ
PID: 379799
1627
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O J
R.
&
LU
CY
OR
TI
Z
PI
D: 379798
1625
SA
N
PA
TRI
CI
O
ST
RO
SA
MA
RI
A JI
ME
NE
Z
ES
TA
NI
SL
AD
O
O. J
R
&
PI
D: 379797
1623 SAN PATRICIO ST
IDELFONSA & ROSA MARIA
PID: 379796
1619 SAN PATRICIO ST
ANTONIA GUTIERREZ
PID: 379795
1615
SA
N
PA
TRI
CI
O
ST
FE
RN
AN
DO
R.
BA
LL
E
PI
D: 379794
1014 S HAMILTON ST
DORA R. CRISTAN
PID: 379802
1628
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O
P.
& I
RE
NE
OR
TI
Z
PI
D: 379806
1626
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O
P.
& I
RE
NE
OR
TI
Z
PI
D: 379807
1624
SA
N
PA
TRI
CI
O
ST
GU
AD
AL
UP
E
EF
FI
E
MO
NCI
BAI
Z
PI
D: 379808
1622 SAN PATRICIO ST
HILARY & JUAN A. SEGOVIA
PID: 379809
1616 SAN PATRICIO ST
ALICA DELGADO
PID: 379810
1612 SAN PATRICIO ST
DELIA GARCIA & RUBEN REYNA
PID: 379811
MA
TC
H
LI
NE
ST
A 14
+00
1018 S HAMILTON ST
CLAUDIA CRISTIAN
FLORENCIO III &
PID: 379804
1016 S HAMILTON ST
CLAUDIA CRISTIAN
FLORENCIO III &
PID: 379803
1010 S HAMILTON ST
LUCY E. ORTIZ
ALFRED Z. &
PID: 379801
648
652
656
660
648
652
656
660
BY OTHERS
TO BE INSTALLED
R1-1
D3-1 X 2
1011 >< 1014
HAMILTON
SAN PATRICIO
1600 >< 1700
25.0'LT
STA 10+91.28
BEGIN CURB
MATCH EXIST SDWLK
BEGIN SIDEWALK
10.0'LT
STA 10+98.24
END SIDEWALK
27.4'RT
STA 10+91.07
BEGIN CURB
MATCH EXIST SDWLK
BEGIN SIDEWALK
0.38
%
TR
AN
S
BE
GI
N
TR
AN
S
BE
GI
N
1.26
%
2.0
%
TR
AN
S
EN
D
2.0
%
TR
AN
S
EN
D
2.0
%2.0
%
TO BE ADJUSTED
EXIST MANHOLE
TO BE ADJUSTED
EXIST MANHOLE
GATE
ADJ VEHICLE GATE
ADJ VEHICLE
GATE
ADJ VEHICLE
GATE
ADJ VEHICLE
GATE
ADJ VEHICLEGATE
ADJ VEHICLE
STA 11+51.00,8.5'LT
PROP 2' CURB CUT
STA 12+52.00,8.5'LT
PROP 2' CURB CUT
STA 11+51.00, 13.5'RT
1 - 2' X 7" OPENING
COSA SIDEWALK DRAIN
4' SDWLK
8.5' LN
8.5' LN
1630
SA
N
PA
TRI
CI
O
ST
HE
RN
AN
DE
Z
SE
LE
NA
MA
RI
BE
L
PI
D: 379805
TYPE I
TYPE I
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PR
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LC
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
ROADWAY - PLAN AND PROFILE
PROFILE VIEW LEGEND
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
EXI
ST
L
W
SS
G
UE
UT
OHE
OHT
OHET
PLAN VIEW LEGEND
MGR
EXISTING ROW LEFT
EXISTING ROW RIGHT
EXISTING BASELINE
PROPOSED PGL
W
W
T
EXIST UTIL POLE
EXIST WATER METER
EXIST G/W VALVE
EXIST SS MH
EXIST TEL MH
EXIST HYDRANT
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
402020
VERT: 1"= 4'
HORZ: 1"= 40'
010
EXIST UNDERGROUND TELECOM
EXIST UNDERGROUND ELECTRIC
EXIST OVERHEAD TELECOM
EXIST OVERHEAD ELEC & TELECOM
EXIST OVERHEAD ELECTRIC
EXIST GAS
EXIST SANITARY SEWER
EXIST WATER
EXIST MAIL BOX
SIDEWALK RAMP
PROPOSED EDGE OF PAVEMENT
EXISTING FENCE LINE
EXISTING EDGE OF PAVEMENT
EXISTING RIGHT OF WAY
SAN PATRICIO ST
100
14+00 15+00 16+00
PO
T 16
+75.00
W W
W W
W
CP
CP
GUY
EN
D
CO
NS
TR
UC
TI
ON
EL
= 647.73
ST
A 15
+80.61
@ SAN PATRICIO [
EXIST GROUND
[ SAN PATRICIO
PROP
VPI
ST
A. 14
+70.00
EL.
= 649.13
(-) 0.90%
VPI
ST
A. 15
+00.00
EL.
= 648.53
(-) 2.00%
(-) 1.14%
VPI
ST
A. 15
+50.00
EL.
= 647.96
(-) 0.75%
14+00 15+00 16+00
650.00
649.65
648.76
648.12
647.32
649.76
649.31
648.53
647.96
2 2
10
[ SAN PATRICIO
EXIST ROW
EXIST ROW
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
NU
EV
A
LE
ON
MA
TC
H
LI
NE
ST
A 14
+00
14+00.00 TO END
12
13 14
15 16
17
STA 15+80.61
END PROJECT
1607 SAN PATRICIO ST
JOSE & MARIA ARZOLA
PID: 379792
1615 SAN PATRICIO ST
FERNANDO R. BALLE
PID: 379794
1601 SAN PATRICIO ST
ESTATE OF MARIA R. MARTINEZ
PID: 379791
1611 SAN PATRICIO ST
JESSE G. & AMELIA S. LOPEZ
PID: 379793
1602 SAN PATRICIO ST
ESTATE OF HORTENCIA YANEZ
PID: 379814
1608 SAN PATRICIO ST
LAXSHMI PROPERTIES INC.
PID: 3798131610 SAN PATRICIO ST
EDWARD ROMERO
PID: 379812
1612 SAN PATRICIO ST
DELIA GARCIA & RUBEN REYNA
PID: 379811
MA
TC
H
LI
NE
ST
A 14
+00
644
648
652
656
644
648
652
656
22.6'RT
STA 15+80.46
END CURB
MATCH EXIST SDWLK
END SIDEWALK
24.9'LT
STA 15+80.80
END CURB
MATCH EXIST SDWLK
END SIDEWALK
11.0'LT
STA 15+75.72
BEGIN SIDEWALK
TR
AN
S
EN
D
0.76
%1.27
%
TR
AN
S
EN
D
2.0
%2.0
%
4' SDWLK
8.5' LN
8.5' LN 2.0
%
TR
AN
S
BE
GI
N
2.0
%
TR
AN
S
BE
GI
N
28.0'
RO
W
GATE
ADJ VEHICLE
STA 15+68.00,8.5'LT
PROP 2' CURB CUT
STA 15+60.00, 13.5'RT
1 - 2' X 7" OPENING
COSA SIDEWALK DRAINSAN PATRICIO
1600 >
NUEVO LEON
BY OTHERS
TO BE INSTALLED
R1-1
D3-1 X 2
TYPE I
TYPE I
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_I
L01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
201010
SCALE: 1"= 20'
05
LEGEND
PROPOSED CONTOUR (0.10' INTERVAL)
DIRECTION OF TRAFFIC
EXISTING ROW
SAN PATRICIO ST
ADDITIONAL INFORMATION.
3. SEE PLAN AND PROFILE SHEETS FOR
INDICATE FACE OF CURB.
2. DIMENSIONS AND REFERENCE POINTS
1. STATION AND OFFSET BASED ON [ PATRICIO
NOTES:
100
CPSS
SS
PP
PP
PP
PP
PPSGN
W
W
WWW
W
10+00 11+00 12+00
651.80
651.90
652.00
652.10
652.20
652.30
652.40
652.50
652.60
652.70
652.80
652.90
653.00
653.10
653.20
653.30
653.40
653.50
653.60
653.70
653.80
653.90
654.00
654.10
654.20
654.30
654.40
654.50
654.60
654.70
654.80
654.90
655.00
655.10
Vol. 12674, Pg. 2243
NCB 6592 BLK 3 LOT 36
1006 S HAMILTON ST
JOSE PASTOR NAVARRETE
PID: 379800
Vol. 4786, Pg. 2002
NCB 6592 BLK 3 LOT 37 & 38
1010 S HAMILTON ST
ALFRED Z. & LUCY E. ORTIZ
PID: 379801
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 34 & 35
1631 SAN PATRICIO ST
HERLINDA LARA RESENDEZ
PID: 379799
Vol. 18029, Pg. 1275
NCB 6593 BLK 4 LOT 4
1630 SAN PATRICIO ST
SELENA MARIBEL HERNANDEZ
PID: 379805
Vol. 642, Pg. 159
NCB 6593 BLK 4 LOT 1
1014 S HAMILTON ST
DORA R. CRISTAN
PID: 379802
Vol. 14638, Pg. 1828
NCB 6593 BLK 4 LOT 2
1016 S HAMILTON ST
FLORENCIO III & CLAUDIA CRISTIAN
PID: 379803
Vol. 14638, Pg. 1828
NCB 6593 BLK 4 LOT 3
1018 S HAMILTON ST
FLORENCIO III & CLAUDIA CRISTIAN
PID: 379804
Vol. 3239, Pg. 1555
NCB 6593 BLK 4 LOT 5
1628 SAN PATRICIO ST
ALFREDO P. & IRENE ORTIZ
PID: 379806
INTERSECTION LAYOUT
1 2
11
[ SAN PATRICIOSAN PATRICIO
S
HA
MI
LT
ON
1
2
3
4
5
6
R=10'
7
8
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROWE
XI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
S HAMILTON / PATRICIO
R=13'
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_I
L02.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
201010
SCALE: 1"= 20'
05
LEGEND
PROPOSED CONTOUR (0.10' INTERVAL)
DIRECTION OF TRAFFIC
EXISTING ROW
SAN PATRICIO ST
ADDITIONAL INFORMATION.
3. SEE PLAN AND PROFILE SHEETS FOR
INDICATE FACE OF CURB.
2. DIMENSIONS AND REFERENCE POINTS
1. STATION AND OFFSET BASED ON [ PATRICIO
NOTES:
100
CP
GUY
SS SS
PP
PP
PP
W
W
15+00 16+00
647.
70647.
80647.
90
648.
00
648.
10
648.
20
648.
30
648.
40
648.50
648.60
648.70
648.80
648.90
649.00
649.
10
649.
20
649.
30
INTERSECTION LAYOUT
2 2
12
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 24 & 25
1611 SAN PATRICIO ST
JESSE G. & AMELIA S. LOPEZ
PID: 379793
Vol. 10374, Pg. 1365
NCB 6592 BLK 3 LOT 22 & 23
1607 SAN PATRICIO ST
JOSE & MARIA ARZOLA
PID: 379792
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 20 & 21
1601 SAN PATRICIO ST
ESTATE OF MARIA R. MARTINEZ
PID: 379791
Vol. 642, Pg. 159
NCB 6593 BLK 4 LOT 18 & 19
1602 SAN PATRICIO ST
ESTATE OF HORTENCIA YANEZ
PID: 379814
Vol. 9369, Pg. 1859
NCB 6593 BLK 4 LOT 16 & 17
1608 SAN PATRICIO ST
LAXSHMI PROPERTIES INC.
PID: 379813
Vol. 6570, Pg. 219
NCB 6593 BLK 4 LOT 14 & 15
1610 SAN PATRICIO ST
EDWARD ROMERO
PID: 379812
[ SAN PATRICIOSAN PATRICIO
NU
EV
A
LE
ON
R=10'
1
2
3
4
5
6
7
8
EXI
ST
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
EXI
ST
RO
W
EXIST ROW
EXIST ROW
PATRICIO / NUEVA LEON
R=8'
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
1 1
ROADWAY DETAILS
13
SIDEWALK CUTOUT DETAIL
*
**
6" MINIMUM
* 12" DESIRABLE
4'
SI
DE
WA
LK
BACK OF CURB
FACE OF CURB
45°
OBJECT
ENCROACHING
SI
DE
WA
LK
32"
MI
N
BACK OF SIDEWALK
NTS
ENCROACHMENT AT OBJECT
4"
2'
2' CURB CUT DETAIL
NTS
ELEVATION VIEW
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
RD
WY_
DE
T01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
18.5' 21.4'
[ PATRICIO
0.4%1.2%
655.37
GU
T=
GU
T=
655.03
655.10
FE
NC
E
12.9'
2.0%
8.5 '
74:1
GU
T=
653.22
TO
C=
653.55
FE
NC
E
15.6'
653.39
[ PATRICIO
2.0%
8.5 '
23:1
GU
T=
653.22
TO
C=
653.55
FE
NC
E
12.7'
2.0%
8.5 '
14.0
%
GU
T=
652.83
TO
C=
652.89
FE
NC
E15.5'
653.00
[ PATRICIO
2.0%
8.5 '
4:1
GU
T=
652.83
TO
C=
653.17
1.0'
14
1 10
CROSS SECTIONS
ROADWAY/DRIVEWAY
STA 10+91 TO STA 11+70
656 656
658 658
10+91.19
654 654
656 656
11+50.00
654 654
656 656
11+70.00
1
1010 S HAMILTON
FE
NC
E
12.7'
2.0%
8.5 '
13:1
GU
T=
652.37
TO
C=
652.71
FE
NC
E
15.2'
652.54
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
652.37
TO
C=
652.43
FE
NC
E
12.7'
2.0%
8.5 '
35:1
GU
T=
652.26
TO
C=
652.59 FE
NC
E
15.0'
652.43
[ PATRICIO
2.0%
8.5 '
3:1
GU
T=
652.26
TO
C=
652.31
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
654 654
656 656
11+94.00
652 652
654 654
656 656
12+00.00
2
1630 SAN PATRICIO
15
102STA 11+94 TO STA 12+00
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.7'
2.0%
8.5 '
4.6%
GU
T=
651.99
TO
C=
652.04 FE
NC
E
15.1'
652.16
[ PATRICIO
2.0%
8.5 '
7:1
GU
T=
651.99
TO
C=
652.32
FE
NC
E
12.6'
2.0%
8.5 '
14.0
%
GU
T=
651.60
TO
C=
651.66
FE
NC
E
15.2'
651.77
[ PATRICIO
2.0%
8.5 '
14:1
GU
T=
651.60
TO
C=
651.94
0.9'
111
FE
NC
E
110
12.5'
710
712
2.0%
8.5 '
71371118:1
GU
T=
651.41
TO
C=
651.74
111
FE
NC
E
110
15.3'
651.58
[ PATRICIO
710
712
2.0%
8.5 '
713711
787
14.0
%
788
GU
T=
651.41
TO
C=
651.47
0.6'
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
656 656
12+14.00
652 652
654 654
12+34.00
652 652
654 654
12+44.00
3
4
5
1631 SAN PATRICIO
1627 SAN PATRICIO
1626 SAN PATRICIO
16
103STA 12+14 TO STA 12+44
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.5'
2.0%
8.5 '
61:1
GU
T=
651.32
TO
C=
651.65
FE
NC
E
15.3'
651.49
[ PATRICIO
2.0%
8.5 '
13.5
%
GU
T=
651.32
TO
C=
651.38
FE
NC
E
12.3'
2.0%
8.5 '
28:1
GU
T=
651.07
TO
C=
651.40
FE
NC
E
15.1'
651.24
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
651.07
TO
C=
651.13
2.3
14.0
%
'
FE
NC
E
12.2'
2.0%
8.5 '
GU
T=
650.89
TO
C=
650.95
FE
NC
E
14.9'
651.06
[ PATRICIO
2.0%
8.5 '
8:1
GU
T=
650.89
TO
C=
651.22
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
12+50.00
652 652
654 654
12+68.00
652 652
654 654
12+84.00
6
7
1624 SAN PATRICIO
1623 SAN PATRICIO
17
104STA 12+50 TO STA 12+84
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.0'
2.0%
8.5 '
68:1
GU
T=
650.63
TO
C=
650.96 F
EN
CE
14.9'
650.80
[ PATRICIO
2.0%
8.5 '
6:1
GU
T=
650.63
TO
C=
650.96
FE
NC
E
11.9'
2.0%
8.5 '
47:1
GU
T=
650.50
TO
C=
650.83 F
EN
CE
14.8'
650.67
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
650.50
TO
C=
650.56
2.9'
FE
NC
E
11.8'
2.0%
8.5 '
GU
T=
650.36
TO
C=
650.42 F
EN
CE
14.8'
650.53
[ PATRICIO
2.0%
8.5 '
5:1
GU
T=
650.36
TO
C=
650.70
0.7'
14.0
%
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
13+00.00
652 652
654 654
13+09.00
652 652
654 654
13+19.00
8
9
1622 SAN PATRICIO
1623 SAN PATRICIO
18
105STA 13+00 TO STA 13+19
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.7'
2.0%
8.5 '
286:1
GU
T=
650.04
TO
C=
650.37 FE
NC
E
14.7'
650.21
[ PATRICIO
2.0%
8.5 '
5:1
GU
T=
650.04
TO
C=
650.37
FE
NC
E
13.2'
2.0%
8.5 '
7.2%
GU
T=
649.90
TO
C=
649.95
FE
NC
E
14.6'
650.07
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
649.90
TO
C=
649.95
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
654 654
13+50.00
650 650
652 652
654 654
13+66.00
10
1619 SAN PATRICIO
19
106STA 13+50 TO STA 13+66
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.2'
2.0%
8.5 '
7.4%
GU
T=
649.89
TO
C=
649.94
FE
NC
E
14.6'
650.06
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
649.89
TO
C=
649.94
0.8'
FE
NC
E
13.4'
2.0%
8.5 '
43:1
GU
T=
649.59
TO
C=
649.92
FE
NC
E
14.9'
649.76
[ PATRICIO
2.0%
8.5 '
982:1
GU
T=
649.59
TO
C=
649.92
FE
NC
E
13.3'
2.0%
8.5 '
10.1%
GU
T=
649.48
TO
C=
649.54
FE
NC
E
15.0'
649.65
[ PATRICIO
2.0%
8.5 '
10.2
%
GU
T=
649.48
TO
C=
649.54
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
654 654
13+67.00
650 650
652 652
14+00.00
650 650
652 652
14+12.00
11
12
1616 SAN PATRICIO
1615 SAN PATRICIO
20
107STA 13+67 TO STA 14+12
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.3'
2.0%
8.5 '
8.4%
GU
T=
649.47
TO
C=
649.52
FE
NC
E
15.0'
649.64
[ PATRICIO
2.0%
8.5 '
10.3
%
GU
T=
649.47
TO
C=
649.52
FE
NC
E
13.9'
2.0%
8.5 '
21:1
GU
T=
649.14
TO
C=
649.48
FE
NC
E
15.0'
649.31
[ PATRICIO
2.0%
8.5 '
17:1
GU
T=
649.14
TO
C=
649.48
FE
NC
E
14.5'
2.0%
8.5 '
13.2%
GU
T=
648.97
TO
C=
649.03
FE
NC
E
15.0'
649.14
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.97
TO
C=
649.03
1.6'
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
14+14.00
650 650
652 652
14+50.00
650 650
652 652
14+69.00
13
14
1612 SAN PATRICIO
1610 SAN PATRICIO
21
108STA 14+14 TO STA 14+69
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
14.5'
2.0%
8.5 '
13.1%
GU
T=
648.96
TO
C=
649.02
FE
NC
E
15.0'
649.13
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.96
TO
C=
649.02
FE
NC
E
14.4'
2.0%
8.5 '
12:1
GU
T=
648.36
TO
C=
648.69
FE
NC
E
15.0'
648.53
[ PATRICIO
2.0%
8.5 '
4843:1
GU
T=
648.36
TO
C=
648.69
FE
NC
E
14.2'
2.0%
8.5 '
10.8%
GU
T=
648.18
TO
C=
648.23
FE
NC
E
15.0'
648.35
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.18
TO
C=
648.23
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
14+70.00
650 650
652 652
15+00.00
648 648
650 650
652 652
15+16.00
15
16 17
1611 SAN PATRICIO
1607 SAN PATRICIO 1608 SAN PATRICIO
22
109STA 14+70 TO STA 15+16
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.7'
1.6%
8.5 '
413:1
GU
T=
647.82
TO
C=
648.16
FE
NC
E
15.2'
647.96
[ PATRICIO
1.9%
8.5 '
21:1
GU
T=
647.80
TO
C=
648.13
18.4' 16.6'
[ PATRICIO
0.8%1.3%
647.53
GU
T=
GU
T=
647.88
647.73
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
648 648
650 650
15+50.00
648 648
650 650
15+80.61
23
1010STA 15+50 TO STA 15+81
CROSS SECTIONS
ROADWAY/DRIVEWAY
DATE:__________________
SHEET NO.:_____OF_____
PROJECT NO.:___________________________________
V. VASQUEZ DSGN. BY:_____________ R.S. HOSSEINI, P.E.DRWN. BY:____________
________% SUBMITTAL
CHKD. BY:__________________
8/11/2017
28
PL
22
2
PL
PL
1
1
PL
1
22
1
2
PL
1
1
PL
22
2
2
2
2
2
2
2
1
2
2
2
1
24
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL COMMERCIAL DRIVEWAY SECTION
CONCRETE DRIVEWAY NOTES
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL COMMERCIAL DRIVEWAY SECTION
DRIVEWAY - CONCRETE RETAINING WALL
CURB PROFILE AT DRIVEWAY
TYPICAL DRIVEWAY PLAN VIEW
CURB PROFILE AT DRIVEWAY
TYPICAL DRIVEWAY PLAN VIEW
CAPITAL IMPROVEMENTS MANAGEMENT SERVICES DEPARTMENT
CITY OF SAN ANTONIO
4' SIDEWALK DRIVEWAY APRON LENGTH DRIVEWAY
PENETRATION
SEE NOTE 1
AS SHOWN ON PLANS
CURB & SIDEWALKBEYOND
LOW CURB
5" CLASS "A" CONCRETE
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
2%MAX.
14%MAX.
WITH SIDEWALK ABUTTING CURB
ITEM 503.1
1 / 2"
(ITEM 301) OR 6" x 6" W/ D5 xW/ D5 WELDED WIRE FLAT
4' SIDEWALK DRIVEWAY APRON LENGTH
AS SHOWN ON PLANS
DRIVEWAY
SEE NOTE 1
PENETRATION
5" CLASS "A" CONCRETE
CURB & SIDEWALKBEYOND
LOW CURB
2%MAX.
7%MAX.(G1)
7"
MIN., S
EE N
OT
E 2
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)THE ALGEBRAIC DIFFERENCE OF G1 & G2 SHALL BE 14% OR LESS
ITEM 503.1
1 / 2"
(G2)
(ITEM 301) OR 6" x 6" W/ D5 x W/ D5 WELDED WIRE FLAT
WHERE PROPERTY IS LOWER THAN STREET & SIDEWALK IS ABUTTING CURB
4' SIDEWALK DRIVEWAY APRON LENGTH DRIVEWAY
SEE NOTE 1
PENETRATIONAS SHOWN ON PLANS
CURB & SIDEWALKBEYOND
6" CLASS "A" CONCRETE
14%MAX.
2%MAX.
1 / 2"
#4 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
LOW CURB
WITH SIDEWALK ABUTTING CURB
ITEM 503.2
(ITEM 301) OR 6" x 6" W/ D10 xW/ D10 WELDED WIRE FLAT
1. DRIVEWAY PENETRATION REFERS TO A PORTION OF THE DRIVEWAY THAT MAY BE NECESSARY TO RECONSTRUCT WITHIN PRIVATE PROPERTY TO COMPLY
WITH A MAXIMUM DRIVEWAY SLOPE. THIS PORTION OF THE DRIVEWAY SHALL BE PAID FOR UNDER THE FOLLOWING ITEMS AS MAY APPLY:
A.) CONCRETE DRIVEWAY PAID FOR UNDER ITEM NO. 503.1 OR 503.2.
C.) GRAVEL DRIVEWAY PAID FOR UNDER ITEM NO. 503.5 AND SHALL INCLUDE A MINIMUM OF 6" FLEXIBLE BASE
2. 7" MINIMUM HEIGHT WILL NOT NECESSARILY OCCUR AT THE PROPERTY LINE. IT MAY OCCUR WITHIN THE RIGHT OF WAY OR WITHIN THE DRIVEWAY
PENETRATION ON PRIVATE PROPERTY.
ENGINEER, THE WIDTH SHALL BE WITHIN THE FOLLOWING VALUES:
3. THE PROPOSED DRIVEWAY SHOULD MATCH THE EXISTING WIDTH AT THE PROPERTY LINE BUT UNLESS AUTHORIZED BY THE CITY TRAFFIC
4. FOR LOCAL TYPE "A" STREETS, SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 4' AND IF SEPARATED FROM THE CURB, THE SIDEWALK SHALL BE LOCATED A
MINIMUM OF 2' FROM THE BACK OF CURB.
OR, AS AN OPTION, THE SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 6' WHEN LOCATED AT THE BACK OF CURB.
5. FOR OTHER THAN LOCAL TYPE "A" STREETS, THE SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 4' AND SEPARATED A MINIMUM OF 2' FROM THE BACK OF CURB
6. DUMMY JOINTS PARALLEL TO THE CURB SHALL BE PLACED WHERE THE SIDEWALK MEETS THE DRIVEWAY. DUMMY JOINTS PERPENDICULAR TO THE
CURB, AND WITHIN THE BOUNDARIES OF THE PARALLEL DUMMY JOINTS, SHALL BE PLACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK.
7. A MINIMUM OF TWO ROUND AND SMOOTH DOWEL BARS 3 /8" IN DIAMETER AND 18" IN LENGTH SHALL BE SPACED 18" APART AT EACH EXPANSION JOINT.
8. SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TO MAINTAIN 8.33% (1:12) MAXIMUM SLOPE. WHERE SIDEWALKS CROSS DRIVEWAYS,
TYPE
RESIDENTIAL
COMMERCIAL - ONE WAY
COMMERCIAL - TWO WAY 30'
20'
20'10'
12'
24'
MINIMUMMAXIMUM
B.) ASPHALTIC CONCRETE DRIVEWAY PAID FOR UNDER ITEM NO. 503.4 AND SHALL INCLUDE A MINIMUM OF 1" ASPHALT TYPE 'D' & 6" FLEXIBLE BASE
2' 4' SIDEWALK DRIVEWAY APRON DRIVEWAY
PENETRATIONLENGTH AS SHOWN
ON PLANS SEE NOTE 1
SIDEWALKCURB AND
BEYOND
MINIMUM
1 / 2"
LOW CURB
2% MAX.
5" CLASS "A" CONCRETE
2% MAX.14% MAX.
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303) 8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
WITH SIDEWALK SEPARATED FROM CURB
ITEM 503.1
(ITEM 301) OR 6" x 6" W/ D5x W/ D5 WELDED WIRE FLAT
2'
MINIMUM
4' SIDEWALK DRIVEWAY APRON
LENGTH AS SHOWN
ON PLANS
DRIVEWAY
PENETRATION
SEE NOTE 1
5" CLASS "A" CONCRETE
CURB AND
SIDEWALK
BEYOND
7"
MIN., S
EE N
OT
E 2
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303) 8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
THE ALGEBRAIC DIFFERENCE OF G1 & G2 SHALL BE 14% OR LESS
(G2) 7% MAX.(G1)2% MAX.
2% MAX.
1 / 2"
IS 4' OR GREATER.
LOW CURB
WHERE PROPERTY IS LOWER THAN STREET & SIDEWALK IS SEPARATED FROM CURB
ITEM 503.1
(ITEM 301) OR 6" x 6" W/ D5x W/ D5 WELDED WIRE FLAT
2' 4' SIDEWALK DRIVEWAY APRON DRIVEWAY
PENETRATION
SEE NOTE 1ON PLANS
LENGTH AS SHOWN
CURB ANDSIDEWALKBEYOND
6" CLASS "A" CONCRETE
14%MAX.
2%MAX.
LOW CURB
2%MAX.
8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
#4 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
WITH SIDEWALK SEPARATED FROM CURB
ITEM 503.2
MINIMUM
1 / 2"
(ITEM 301) OR 6" x 6" W/ D10x W/ D10 WELDED WIRE FLAT
6"
3 / 4" CHAMFER
6" MINIMUM - 12" MAXIMUM
12" MINIMUM - 18" MAXIMUMBELOW FINISHED GRADE
NOTE:
12"
2 - #4 BARS CONTINUOUS
#3 BARS @ 12" O.C. MAXIMUM
2 - #4 BARS CONTINUOUS
SLOPE (1:12)
MAXIMUM
VARIES
1' RAD.
VARIES
SEE NOTE 3
VARIES
TOP OF ASPHALT PAVEMENT
SLOPE (1:12)
MAXIMUM
1' RAD.
RESIDENTIAL : 2' MAXIMUM;COMMERCIAL: SEE PLAN VIEW
WITH SIDEWALK ABUTTING CURB
1 / 2"
2' MAX.
RESIDENTIAL
VARIES
SEE NOTE 3
SLOPE(1:12)
MAX.
CURB
SEE NOTE 6DUMMY JOINTS
DRIVEWAYCONCRETE1
4% M
AX.
2% M
AX.
EXPANSION JOINT
SEE NOTE 7
SID
EW
AL
K
4'
MIN.V
ARIE
S
SLOPE(1:12)
MAX.
WITH SIDEWALK ABUTTING CURB
o 45 FOR COMMERCIAL DRIVEWAY
2'
2'
4' - 0"
1' RAD.
VARIES VARIES
SEE NOTE 3
VARIES
COMMERCIAL: SEE PLAN VIEWRESIDENTIAL : 2' MAXIMUM;
WITH SIDEWALK SEPARATED FROM CURB
TOP OF ASPHALT PAVEMENT
4' - 0"
1' RAD.
1 / 2"
7"
7"
2' MAX.
RESIDENTIAL
EXPANSION JOINTSEE NOTE 7
SLOPE (1:12)
MAX.
SID
EW
AL
K
4'
MIN.
VA
RIE
S
SEE NOTE 42' MIN.
OR CYPRESS WOOD JOINT
MAX.
SLOPE (1:12)
CONCRETE
14
%
MA
X.
SEE NOTE 3
VARIES
2% M
AX.
MA
X.
2%
DUMMY JOINTSSEE NOTE 6
8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
4'4' CURB
DRIVEWAY
2'
2'
CONCRETE DRIVEWAY STANDARDS
ASPHALT ORGRAVEL DRIVEWAY
2. CONCRETE RETAINING WALL COMBINATION TYPE SHALL BE USED FORCONCRETE DRIVEWAYS.
1. COST OF REINFORCEMENT TO BE INCLUDED IN UNIT COST OF ITEM 307.1.
OR CYPRESS WOOD JOINT MATERIAL OR 3 / 4" REDWOOD
MATERIAL OR 3 / 4" REDWOOD1 / 2" EXPANSION JOINT
1 / 2" EXPANSION JOINT
MAY 2009
3 / 4" CHAMFER
PROPERTY LINE
PROPERTY LINE
WITH SIDEWALK SEPARATED FROM CURB
SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.
9. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED.
ON COMPACTED SUBGRADE
ITEM 307.1
SHALL BE CONSTRUCTED AS SHOWN
TYPE IS REQUIRED AT DRIVEWAYS, IT
WHERE RETAINING WALL COMBINATION
BASE OR ASPHALTIC CONCRETE
BASE
MATERIAL, CEMENT TREATED
2" MINIMUM FLEXIBLE BASE
OR ASPHALTIC CONCRETE BASE
MATERIAL, CEMENT TREATED BASE
2" MINIMUM FLEXIBLE BASE
2" MINIMUM FLEXIBLE BASE
MATERIAL, CEMENT TREATED BASE
OR ASPHALTIC CONCRETE BASE OR ASPHALTIC CONCRETE BASE
MATERIAL, CEMENT TREATED BASE
2" MINIMUM FLEXIBLE BASE
OR ASPHALTIC CONCRETE BASE
MATERIAL, CEMENT TREATED BASE
2" MINIMUM FLEXIBLE BASE
MATERIAL, CEMENT TREATED BASE
2" MINIMUM FLEXIBLE BASE
OR ASPHALTIC CONCRETE BASE
SHALL BE CONSTRUCTED AS SHOWN
TYPE IS REQUIRED AT DRIVEWAYS, IT
WHERE RETAINING WALL COMBINATION
o45 FOR COMMERCIAL DRIVEWAY
100
DATE:__________________
SHEET NO.:_____OF_____DRWN. BY:______________
__________% SUBMITTAL PROJECT NO.:___________________________________
V. VASQUEZ DSGN. BY:____________ CHKD. BY:_________________R.S. HOSSEINI, P.E.
8/11/2017
2825
CAPITAL IMPROVEMENTS MANAGEMENT SERVICES DEPARTMENT
CITY OF SAN ANTONIO
HOT MIX ASPHALTIC
MINIMUM 1-1 / 2" TYPE "D"
CONCRETE PAVEMENT
TREATED BASE OR
#4 BARS @ 12" O.C.
BOTH WAYS
OR GRAVEL CUSHION
MINIMUM 2" SAND
8"
18"
1 / 4" RAD.
6"
1" RAD.
7"
ITEM 500 ON SAND OR GRAVEL
SCALE : 1"=2'
MINIMUM 5" ASPHALT
ASPHALTIC CONCRETE
BASE
HEADER CURB
MINIMUM 1-1 / 2" TYPE "D" HOT
MIX ASPHALTIC CONCRETEPAVEMENT (HMAC)
MINIMUM 2-1 / 2" TYPE "B"
LEVEL UP HMAC FOR
ARTERIAL & COLLECTOR
STREETS
PAY LIMITS FOR STREET EXCAVATION
LIME TREATMENT FOR SUBGRADE, FLEXIBLE
BASE, ASPHALT TREATED BASE AND PRIME COAT
FOR STREET EXCAVATION
LIMITS OF MEASUREMENTNO. 4 BAR
2 3/ 4"
9"
4" RAD.
7"
1"
3"
11"
3"
9 1 / 2" 12"
ITEM 500 ON ASPHALT TREATED BASE OR ASPHALTIC CONCRETE BASE
SCALE : 1"=2'
MINIMUM 5" ASPHALT
TREATED BASE
OR ASPHALTIC
CONCRETE BASE
CONCRETE CURB
SIDEWALK AS SHOWN ON PLANS
2%MAX.
14" RAD.
#4 BARS AS SHOWN
WITH #3 TIES AT 24" O.C.
AS PER ITEM 301NOTE:
CURB TRANSITIONS SHALL NOT BE PAID FOR SEPARATELY
BUT SHALL BE INCLUDED IN ITEM 500 CONCRETE CURBING
#4 BARS AS SHOWN
WITH #3 TIES AT 24" O.C.
AS PER ITEM 301
2"
14" RAD.
3"
11 1 / 2"
ITEM 500 ON COMPACTED SUBGRADE
SCALE : 1"=2'
3"
2"
2'
MOUNTABLE CURB
1' - 2 3 / 8"9 5 / 8"
7 1 / 2"
MINIMUM 1-1 / 2" TYPE "D" HOT
MIX ASPHALT PAVEMENT
12"
NO. 4 BAR
LIMITS OF MEASUREMENT
FOR STREET EXCAVATION3" RAD.
NO. 4
BAR
3"
7"
5"
3"
3"
1' - 9" 12"
PAY LIMITS FOR STREET EXCAVATION
LIME TREATMENT FOR SUBGRADE, FLEXIBLE
BASE, ASPHALT TREATED BASE AND PRIME COAT
ITEM 500 ON ASPHALT TREATED BASE OR ASPHALTIC CONCRETE BASE
SCALE : 1"=2'
TYPICAL CURB & GUTTER DETAIL
5 / 8"
2 5 / 8"
8 3 / 8"
1 / 2"
5 1 / 2"
BASE
OR ASPHALTIC CONCRETE
ASPHALT TREATED BASE
CONCRETE SIDEWALK SECTION
2" MINIMUM GRAVEL, CRUSHED ROCK
OR FLEXIBLE BASE MATERIAL
4" CLASS "A" CONCRETE2% MAX. SLOPE TO CURB
WIRE FLAT SHEETS (ITEM 303) OR
#3 BARS @ 18" O.C. EACH WAY
CENTERED IN SLAB (ITEM 301)
SCALE : 1"=2'
ITEM 502
WIRE FLAT SHEETS (ITEM 303) OR
#3 BARS @ 18" O.C. EACH WAY
CENTERED IN SLAB (ITEM 301)
4" CLASS "A" CONCRETE
CURB AT 24" O.C.
NO. 4 BARS DOWEL INTO
12"
6"
30o
SCALE : 1"=2'
CONCRETE SIDEWALK
ABUTTING CURB SECTION
2% MAX.
ITEM 502
SIDEWALK - ITEM 502
4' SID
EW
AL
K
CONCRETE
CURB
SCALE : 1"=4'
B
A A
CONCRETE SIDEWALK DRAIN DETAIL
10 - 3 / 4" TO 26 - 3 / 4"
CONCRETE
SIDEWALK
8" TO 24"
1 / 4" CHECKERED PLATE
4"
MIN.
EXPANSION JOINT
WELDED WIRE MESH
SEE DETAIL 1
3"
3"
1
1
SCALE=1 : 12
SECTION A-A
6" x 6" W/ 02.9 x W/ 02.9
1 / 4" CHECKERED3"
CURB
HMAC
BASE
SCALE : 1"=2'
12"
PLATE
SECTION B
ANGLE @ 18" O.C.
1 - 3 / 8"
1 / 4" SCREW@ 12" O.C.
1 / 4" CHECKERED
PLATE
2" X 2" x 1 / 4" ANGLE
1 / 4" x 3 / 4" BAR
1 / 8"
3 / 4"
#3 BARS WELDED TO
3
1
SCALE=1 : 1
DETAIL 1
VARIES
4' SID
EW
AL
K
NOTE :
THIS DETAIL TO BE USED WHENEVER A
POWER POLE ENCROACHES ON SIDEWALK.
A MINIMUM UNOBSTRUCTED CLEARANCE OF
4' IS TO BE MAINTAINED AROUND THE
POLE AT THE LOCATIONS.
CONCRETE
CURB
CLE
AR
ANCE
MAIN
TAIN 4'
CLE
AR
AN
CE
MAIN
TAIN 4'
MAIN
TAIN 4'
CLE
AR
ANCE
6"6"
18"
45o
45o
SCALE : 1"=4'
CONCRETE SIDEWALK @ UTILITY POWER POLE DETAIL
VARIES
VA
RIE
S C
ON
CR
ET
E SID
EW
AL
K
(IF REQUIRED)RETAINING WALL
WA
LL SID
E
STEP SIDE
1 / 2" EXPANSION
JOINT
AT STAIR SLAB (IF REQUIRED)#4 DOWEL BARS INTO SIDEWALL
PROPERTY LINE
SCALE : 1"=4'CONCRETE CURBPLAN VIEW
ITEM 524
12"
15"
CONCRETE STEPS
SIDE WALL DOWEL BARS
C
C
EXTEND TOP OF WALL TO MATCH EXISTING
GROUND ELEVATION AT WALL LINE
9" 4'
6"CONCRETE RETAINING WALL COMBINATION TYPE,
PAY ITEM 506.1, CONCRETE CLASS "A" WITH
REINFORCING AS SHOWN. PROVIDE 3 / 4"
CHAMFER ON ALL EXPOSED CORNERS.
NO. 4 BARS DOWEL INTO
CURB AT 24" O.C.
#4 BARS @ 12" O.C. HORIZONTAL
4" CLASS "A" CONCRETE
SIDEWALK - ITEM 502.1
#4 BARS @ 12" O.C. VERTICAL
EXTENDED 15" INTO SIDEWALK
NOTE :
WALL HEIGHT TO BE SHOWN
ON PLAN AT SPECIAL LOCATIONS
WHERE COMBINATION RETAINING
WALL IS REQUIRED
1" x 2" KEY JOINT
2"
(SE
E N
OT
E)
3'
MA
XIM
UM
ITEM 506SCALE : 1"=2'
CONCRETE RETAINING WALL - COMBINATION TYPE
2% MAX.
#3 DOWEL BARS INTO EXISTING
OR PROPOSED WALK
7" MAX.
4" MIN.#3 BARS 18" O.C. EACHWAY
OR EQUIVALENT WELDED
WIRE FLAT SHEETS
1 /2" EXPANSION
JOINT
#3 DOWEL BARS INTO
PROPOSED WALK
CLASS "A" CONCRETE
5"
SCALE : 1"=2'
11"
SECTION "C-C"
NOTES :
FLEXIBLE BASE MATERIAL
CRUSHED ROCK OR
2" MINIMUM GRAVEL,
SCALE : 1"=4' SCALE : 1"=4'
HANDRAIL FOR CONCRETE STEPS
PIPE HANDRAIL DETAIL SECTION "D-D"
DETAIL 2
PROFILE VIEW FRONT VIEW
C
C
6"
6"
DETAIL 2
SEE
36"
MA
X.
36"
MA
X.MIN.
3' - 0"
STEPS
CONCRETE
SCALE = 1 : 6
STEPS
TOP OF
BASE PLATE
6" x 6" x 1 / 4" STEEL
4"
IN SHRINK-PROOF EPOXY
4 - 3 / 8" EXPANSION BOLTS
CONSTRUCTION STANDARDS IMISCELLANEOUS
6" x 6" W / D 2.9 x W / D 2.9 WELDED
6" x 6" W / D 2.9 x W / D 2.9 WELDED
UNDER ITEM 522
AS DESIGNED BY ENGINEER. TO BE PAID
WHEN 3 OR MORE RISERS ARE USED, OR
REQUIRED ON ONE SIDE OF THE STEPS
2. 1-1 / 2" DIA. GALVANIZED STEEL PIPE HANDRAIL
PARKWAY GRADING
1. PLACE STEPS TO CONFORM WITH PROPOSED
STEEL PIPE HANDRAIL
1 1 / 2" DIA. GALVANIZED
ITEM 522
MAY 2009
SCALE : 1"=2'
9"
12"9 1 / 2"
2 3/ 4"
7"
1"
4" RAD.
FOR STREET EXCAVATION
LIMITS OF MEASUREMENT
12 1 / 2"
ITEM 500 ON FLEXIBLE BASE MATERIAL
BASE MATERIAL
MINIMUM 6" FLEXIBLE
MIX ASPHALT PAVEMENT
MINIMUM 1-1 / 2" TYPE "D" HOT
BASE, ASPHALT TREATED BASE AND PRIME COAT
LIME TREATMENT FOR SUBGRADE, FLEXIBLE
PAY LIMITS FOR STREET EXCAVATION
NO. 4 BAR
3"
3"
CONCRETE CURB
NO. 4 BARS DOWEL
INTO CURB AT 24" O.C.
12"
6"
30o
100
DATE:__________________
SHEET NO.:_____OF_____DRWN. BY:______________
__________% SUBMITTAL PROJECT NO.:___________________________________
V. VASQUEZ R.S. HOSSEINI, P.E.DSGN. BY:____________ CHKD. BY:_________________
8/11/2017
2826
TYPICAL STREET SECTION
PAVEMENT JUNCTION DETAILS
PLAN VIEW SECTION "A-A"
BRICK RESTRAINER DETAIL
BRICK SURFACED STREET SECTION
TYPICAL BASE REPLACEMENT FOR
TYPICAL PAVEMENT REPLACEMENT
MAIL BOX SLAB
MAIL BOX PERPENDICULAR TO CURB
MAIL BOX LOCATION
COMMUNITY
HMAC BUS STOP PAD
MAIL BOX PERPENDICULAR TO CURB
CAPITAL IMPROVEMENTS MANAGEMENT SERVICES DEPARTMENT
CITY OF SAN ANTONIO
2% SLOPE2% SLOPE
2% SLOPE
2% SLOPE
MAX. 1:4 SLOPE
BEHIND WALK
VARIES
VARIESVARIES VARIES
MAX. 1:4 SLOPE
ASPHALTIC CONCRETE
PAVEMENT - ITEM 205
BEHIND WALK
CONC. SIDEWALK
ITEM 502-1BASE
SUBGRADE (95% COMPACTION)
ITEM 104 (IF APPLICABLE)
ITEM 107 (IF APPLICABLE)
CONC. SIDEWALK
ITEM 502-1
FOR STREETS OTHER THAN LOCAL TYPE "A" STREETS,
THE EDGE OF THE SIDEWALK MUST BE LOCATED A
MINIMUM OF TWO FEET AWAY FROM THE BACK OF
THE CURB.
NOTE :
SCALE : 1"=8'
PL PL
SEE PAVEMENT STRUCTURE DETAILS
FOR SURFACE COURSE & BASE CONSTRUCTIONTACK COAT
ITEM 203
LIMITS OF NEW BASE
LIMITS OF PAVEMENT RECONSTRUCTION
12"
SAW-CUT JOINTEXISTING ASPHALT
PAVEMENT
NEW BASE
NEW SUBGRADE
SCALE : 1"=2'
(ITEM 203)TACK COAT
EXISTING BASE
MATERIAL
1
1
10'
11'
BUS STOP
SIGN
80'
70'
SCALE : 1"=20'
A
A
d
11'
CONCRETE PAVEMENT
HOT MIX ASPHALTICTYPICAL
1:1 SLOPE
HMAC TYPE "B"
D=d+3" d
12"
3"
SCALE : 1"=4'NOTES :
1. EXCAVATION FOR THICKENED PAVEMENT SECTION WILL BE PAID UNDER ITEM NO. 104 "STREET EXCAVATION".
2. BASE MATERIALS :
A.) IF THE MEASUREMENT FOR THE HMAC MATERIAL IS PER TON, THICKENED PAVEMENT
SECTION WILL BE PAID FOR UNDER ITEM NO. 205, TYPE "B" - PER TON.
B.) IF THE MEASUREMENT FOR THE HMAC MATERIAL IS PER SQUARE YARD, NO EXTRA
PAYMENT WILL BE MADE FOR THE THICKENED PAVEMENT.
4" x 4" x 1 / 4" ANGLE
EXISTING BRICKPAVERS
LENGTH OF RESTRAINERS WILL DEPEND
ON REMAINING PATTERN OF BRICKS
SPACING. MINIMUM 2 ANCHOR BOLTS
PER RESTRAINER
1 / 2" WASHER
EXPANSION SHIELD FOR
3" x 1 / 2" BOLT
SCALE = 1 : 6
3" x 1 / 2" ANCHOR BOLT, 24" O.C. MAX.
SEE BRICK RESTRAINER
DETAIL
PAVERS
EXISTING BRICK
EXISTING
MATERIAL
HMAC, TYPE "B", 95%
COMPACTED DENSITY.
BASE PLACED IN 2
EQUAL 5" COMPACTED
LAYERS.
CUT WITH
ROCK SAW TO
BOTTOM OF
EXISTING
MATERIAL VARIES
EXISTING SAND
CUSHION
UNDISTURBED
SUBGRADE
VA
RIE
SV
ARIE
S
MATERIAL TO ACHIEVE GRADE.
ITEM 511.3
SCALE : 1"=4'
VARIES
UNDISTURBED
4" MAX.
12"
10"
SUBGRADE
WHEN NECESSARY FILLER
SECONDARY BACKFILL AS
PER ITEM 400.3.E.2.F
INITIAL BACKFILL AS PER ITEM 400.3.E.2.a-e
FILTER FABRIC ASPER ITEM 400
PAY LIMITS
6"
EXISTING
PAVEMENT
MATERIAL
EXISTING BASE
AS PER ITEM 400
FILTER FABRIC
AS PER ITEM
400.3.E.2.a-e
12"
MATERIAL
NEW BASE
12"
VA
RIE
S
PIPE TRENCH SECONDARY BACKFILL
AS PER ITEM 400.3.2.F
VA
RIE
S
12"
UNDISTURBED
SUBGRADE
VARIESMATERIAL TO ACHIEVE GRADE.
WHEN NECESSARY FILLER
NOTES :
1. FOR LOCAL TYPE "A" & "B" STREETS (RESIDENTIAL) USE 6" ASPHALT CONCRETE
BASE TYPE "B" WITH 1-1 / 2" TYPE "D" HOT MIX ASPHALTIC CONCRETE PAVEMENT.
2. FOR ARTERIAL & SECONDARY STREETS (COMMERCIAL) USE 12.5" TYPE "B"
HOT MIX ASPHALTIC CONCRETE PAVEMENT LEVELING-UP COURSE & 1-1 / 2"
MATERIAL
EXISTING BASE
EXISTING
PAVEMENTPAVEMENT
SAW-CUT EXISTING
6"
4" MAX.
TYPE "D" HOT MIX ASPHALTIC CONCRETE PAVEMENT SURFACE COURSE.
SCALE : 1"=4'
INITIAL BACKFILL
ITEM 511
CONSTRUCTION STANDARDS II
MISCELLANEOUS
@ 14" O.C.E.W.#4 BARS
6" CONCRETE
SLAB
SUBGRADE COMPACTED
TO 90% DENSITY
EXISTING GROUND
MAIL BOX PAD NOTES :
1. THE CONTRACTOR WILL CONSTRUCT SLABS FOR "TEMPORARY
MAIL BOX COLLECTION PAD" FOR THE UNITED STATES POSTAL
SERVICE WITH LOCATIONS AND SIZES SPECIFIED BY THE CITY
ENGINEER DURING CONSTRUCTION.
2. THE CONSTRUCTION OF SLABS SHALL CONFORM TO ITEM 513
"REMOVING AND RELOCATING MAILBOXES".
3. PAYMENT WILL BE MADE UNDER ITEM 513.2 "COMMUNITY MAILBOX
SLAB - PER SQUARE YARD".
4. UNIT PRICE WILL INCLUDE REMOVAL OF "TEMPORARY MAIL BOX
COLLECTION PAD" SLABS AT THE END OF THE PROJECT. NO
SEPARATE PAY ITEM.
SCALE : 1"=4'
ITEM 513.2
SCALE : 1"=2'
ITEM 513.1
BUS STOP PAD
CURB
TO USE HMAC BUS PAD
NEED CITY ENGINEER'S APPROVAL
U.S. MAIL
MAIL BOX
& SUPPORT
2' - 11"
CONCRETE CURB
6"
WHEN SIDEWALK IS ATTACHED TO CURB
CONCRETE SIDEWALK
SCALE : 1"=2'
U.S. MAIL
MAIL BOX
& SUPPORT
2' - 11"
CONCRETE CURB
6"
PARKWAY
GRASSSIDEWALK
CONCRETE
WHEN SIDEWALK IS DETACHED FROM CURB
FEBRUARY 2010
100
DATE:__________________
SHEET NO.:_____OF_____DSGN. BY:______________V. VASQUEZ R.S. HOSSEINI, P.E.DRWN. BY:____________
________% SUBMITTAL
CHKD. BY:__________________
PROJECT NO.:______________________________________ 8/11/2017
2827
TYPICAL SIDEWALK RAMP - TYPE IVSIDEWALK PASSING SPACE
SECTION C-C
SECTION A-A
TYPICAL SIDEWALK RAMP - TYPE V
TYPICAL SIDEWALK RAMP - TYPE II
TYPICAL SIDEWALK RAMP - TYPE I
TYPICAL SIDEWALK RAMP - TYPE IIIGENERAL NOTES
SECTION D-D
SECTION B-B
NOTE:
NOTE:
NOTE:
DETECTABLE WARNING SURFACE
2%
MA
X.
8.3
3%
MA
X.
2%
MA
X.
2%
MA
X.
2% MAX.
2% MAX. 5% MAX.
1
1
1
2% MAX.
2% MAX.VAR. % 5% MAX.8.33% MAX.
8.33% MAX. 8.33% MAX.
2 %
MA
X.
2 %
MA
X.
8.33 %
MAX.
(1:12)8.33 %MAX.
(1:12)
MAX.
2 %
(1:1
2)
8.3
3 %
MA
X.
2 %
MAX.
(1:1
2)
MA
X.
8.3
3 %
MAX.
2 %
MA
X.
2 %
MAX.(1:12)
8.33 %
MAX.
2 %
8.3
3 %
MA
X.
(1:1
2)
MAX.2 %
MAX.
2 %8.33 %
MAX.
MAX.
2 %
(1:1
2)
8.3
3 %
MA
X.
(1:1
2)
8.3
3 %
MA
X.
MAX.
2 %
8.33 %MAX.(1:12)
MA
X.
2 %
8.3
3 %
MA
X.
MA
X.
2 %
8.33 %
MAX.
(1:12)
MA
X.
2 %
8.33 %
MAX.
(1:12)
MA
X.
2 %M
AX.
2 %8.33 %
MAX.
(1:12)
CAPITAL IMPROVEMENTS MANAGEMENT SERVICES DEPARTMENT
CITY OF SAN ANTONIO
CURB
TYPICAL
CONCRETE
SIDEWALK
5'
A
A
SIDEWALK ABUTS CURB
USED AT TEE INTERSECTIONS WHERE SIDEWALK ABUTS CURB
5'
TYPICAL
CONCRETE
SIDEWALK
CURB
A
A
C C
USED AT TEE INTERSECTIONS WHERE SIDEWALK IS SEPARATED FROM CURB
CURB
TYPICAL
CONCRETE
SIDEWALK
2'
MIN.
B
BD D
5'
GRASS
PARKWAY
4' MIN.
SEENOTE 2
TYPICAL
CONCRETE
SIDEWALK
5' NOT TO EXCEED 200'
1'
1'
1'
1'
7"
LOW SIDE RAMP HIGH SIDE RAMP5' MIN. LANDING
SCALE : 1"=4'
SCALE : 1"=10'
SCALE : 1"=10'
SCALE : 1"=10' SCALE : 1"=10'
C
C
SIDEWALK
RAMP
SIDEWALK
RAMP
SIDEWALK
RAMP
SIDEWALK
RAMP
ASPHALT
#3 BARS @ 18" O.C.E.W.
OR 6" x 6" - W2.9 x W2.9
BASE
SCALE : 1"=4'
4' MIN. SIDEWALKCONCRETECURB
A
A
C
C
SCALE : 1"=10'
SIDEWALK
RAMP
SID
EW
AL
K
RA
MP
TYPICAL
CONCRETE
SIDEWALK
5'
5'
5'
SCALE : 1"=10'
2'
MIN.
B
B
D
D
SIDEWALK
RAMP
SID
EW
AL
K
RA
MP
5'
5'
5'
MIN.
MIN.
GRASS
PARKWAY
CURB
TYPICAL
CONCRETE
SIDEWALK
9. THESE DETAILS ARE FOR REFERENCE ONLY. ACTUAL LOCATIONS OF WHEELCHAIR RAMPS TO BE SHOWN
ON CONSTRUCTION PLANS. CITY CONSTRUCTION INSPECTOR CAN ADJUST LOCATIONS FOR SAFETY OR
UTILITY CLEARANCE.
10. SIDEWALKS LESS THAN 5 FEET IN WIDTH SHALL BE PROVIDED WITH A PASSING SPACE AT A MAXIMUM
SPACING OF 200 FEET.
7. SIDEWALK RAMP TYPE V SHALL BE USED ONLY WHERE THERE IS SIGNIFICANT RESTRICTION
WITHIN THE PARKWAY TO CONSTRUCT TYPE I OR TYPE III RAMPS.
4. SIDEWALK RAMP LENGTHS PRESENTED IN TABLE 1 ARE GUIDELINES ONLY. SIDEWALK RAMP LENGTHS
SHALL BE OF SUFFICIENT LENGTH TO MAINTAIN 8.33% (1:12) MAXIMUM SLOPE.
SIDEWALK SEPARATED FROM CURB
CURB PROFILE WHERE SIDEWALK ABUTS CURB
7"
LOW SIDE RAMP HIGH SIDE RAMP5' MIN. LANDING
SCALE : 1"=4'
CURB PROFILE WHERE SIDEWALK IS SEPARATED FROM CURB
TOP OF ASPHALT
PAVEMENT
TOP OF ASPHALT
PAVEMENT
2'MIN.
2'
2'
2'
MIN.
2'
MIN.
2'
MIN.
2'
MIN.
2'
MIN.
LOW CURB(FLUSH WITH ASPHALT)
ASPHALT
#3 BARS @ 18" O.C.E.W.
OR 6" x 6" - W2.9 x W2.9
BASE
SCALE : 1"=4'
4' MIN. SIDEWALK
LOW CURB(FLUSH WITH ASPHALT)
2. FOR LOCAL TYPE "A" STREETS, SIDEWALKS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH OF 4' AND
IF SEPARATED FROM THE CURB, THE SIDEWALK SHALL BE LOCATED A MINIMUM OF 2' FROM THE BACK
OF CURB.
3. FOR OTHER THAN LOCAL TYPE "A" STREETS, SIDEWALKS SHALL HAVE A MINIMUM UNOBSTRUCTED
WIDTH OF 4' AND SEPARATED A MINIMUM OF 2' FROM THE BACK OF CURB OR AS AN OPTION, THE
SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 6' WHEN LOCATED AT THE BACK OF CURB.
8. CONSTRUCTION OF ALL WHEELCHAIR RAMPS TO BE INCLUDED UNDER ITEMS "500 - CONCRETE CURB, GUTTER,
AND CONCRETE CURB AND GUTTER" AND / OR "502 - CONCRETE SIDEWALKS". RAMP SURFACE SHALL BE BRUSH
FINISHED.
12. REINFORCING STEEL SHALL BE #3 BARS AT 18" O.C.E.W. OR 6" x 6" - W2.9 x W2.9 WIRE MESH.
SCALE : 1"=4'
SID
EW
AL
K
LANDING OR RAMP WIDTH
SID
EW
AL
K
2'
MIN.
SEE PLAN
DETAIL
PAVEMENTSTREET ACCESS CURB
0.2"5 MM
0.5"
13 MM
0.9"
23 MM
2' MIN. DETECTABLE WARNING.
SEE NOTE 5.
4'
MIN.
SE
E
NO
TE 2
2'
2' MIN. DETECTABLE WARNING.
SEE NOTE 5.
4'
SE
EN
OT
E 2
2'
2' MIN. DETECTABLE WARNING.
SEE NOTE 5.
TYPICAL
CONCRETE
SIDEWALK
2'
SEE NOTE 2
2' MIN. DETECTABLE
WARNING. SEE NOTE 5.
4' MIN.
SEE NOTE 2
2' MIN. DETECTABLE WARNING.
SEE NOTE 5.
2' MIN. DETECTABLE
WARNING. SEE NOTE 5.
2'
2' MIN. DETECTABLE WARNING.
SEE NOTE 5.
CURB AND SIDEWALK BEYOND
4" CLASS "A" CONCRETE
6' MIN. (TYPE III & IV RAMPS)
SEE NOTE 2 & 3
4" CLASS "A" CONCRETE
CURB AND SIDEWALK BEYOND
2'
SEE NOTE 15 & 16
15. THE CHANGE OF GRADE BETWEEN ADJACENT SURFACES SHALL BE LESS THAN 11%. THE CHANGE OF GRADE
SHALL BE DEFINED AS THE ALGEBRAIC DIFFERENCE OF THE ADJACENT SURFACE SLOPES. IN THE CASE OF A
STREET ACCESS RAMP DESIGNED AT THE 8.33% MAXIMUM SLOPE, THE ADJACENT PAVEMENT CROSS SLOPE
SHALL BE LESS THAN 2.67% (I.E. 8.33-(-2.67)=11). IN ADDITION, THE ADJACENT PAVEMENT CROSS SLOPE
SHALL BE LESS THAN OR EQUAL TO 5%.
16. IF THE CHANGE OF GRADE BETWEEN ADJACENT SURFACES IS GREATER THAN OR EQUAL TO 11%, A LEVELING
STRIP, 2 FEET IN LENGTH, SHALL BE PROVIDED TO TRANSITION THE ADJACENT SURFACES.
4'
MIN.
SE
EN
OT
E 2
SIDEWALK ABUTS THE CURB
BEGINNING OF
CURB RETURN
BE
GIN
NIN
G O
F
CU
RB R
ET
UR
N
EDGE OF THE 5' MID LANDING. THE EDGE OF THE
STREET ACCESS LANDING MAY NOT NECESSARILY
OCCUR AT THE BEGINNING OF THE CURB RETURN.
EDGE OF THE 5' MID LANDING. THE EDGE OF THE
STREET ACCESS LANDING MAY NOT NECESSARILY
OCCUR AT THE BEGINNING OF THE CURB RETURN.
BE
GIN
NIN
G O
F
CU
RB R
ET
UR
N
BEGINNING OF
CURB RETURN
BEGINNING OF
BE
GIN
NIN
G O
F
THE 5' STREET ACCESS LANDING. THE TOP EDGE
OF THE RAMP MAY NOT NECESSARILY OCCUR AT
THE BEGINNING OF THE CURB RETURN.
1. WHEN POSSIBLE SIDEWALKS SHOULD BE PLACED NEXT TO THE PROPERTY LINE, ALLOWING A MININMUM OF
1 FOOT BUFFER. DEVIATION OF THE PATHWAY FROM A STRAIGHT LINE IS ENCOURAGED TO AVOID TREES OR
OTHER OBSTRUCTIONS.
6. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE
WALKING SURFACE.
13. SIDEWALK GRADES SHALL NOT EXCEED THE GRADE ESTABLISHED FOR THE ADJACENT ROADWAY, ANY SIDEWALK
CONSTRUCTION THAT DEVIATES FROM THE NATURAL GRADE OF THE ROADWAY TO CREATE A GRADE STEEPER
THAN THE EXISTING ROADWAY WILL REQUIRE RAMPS, HANDRAILS AND RESTING PLATFORMS TO BE CONSTRUCTED
IN ACCORDANCE WITH ADA AND TAS STANDARDS.
14. SIDEWALK CROSS GRADE SHALL HAVE A MAXIMUM SLOPE OF 2%. LANDINGS SHALL HAVE A MAXIMUM SLOPE
OF 2% IN ANY DIRECTION.
17. ADA COMPLIANCE IN ALTERATIONS INCLUDE ONLY THAT WORK WITHIN THE LIMITS, BOUNDARIES OR SCOPE
OF A PLANNED PROJECT.
5'
SE
EN
OT
E 1
0
5. ALL CURB-RAMPS OR LANDINGS ABUTTING THE CROSSWALK SHALL HAVE A DETECTABLE WARNING 24 INCHES
DEEP (IN THE DIRECTION OF PEDESTRIAN TRAVEL) AND EXTENDING THE FULL WIDTH OF THE CURB RAMP
OR LANDING. THE DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES, ALIGNED IN A
GRID PATTERN WITH A DIAMETER OF A NOMINAL 0.9 INCHES (23 MM), A HEIGHT OF NOMINAL 0.2 INCHES
(5 MM) AND A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCHES (60 MM). THE DETECTABLE WARNING
SURFACE SHALL BE A CAST-IN-PLACE TILE CONFORMING TO THE CITY OF SAN ANTONIO STANDARD SPECIFI-
CATIONS OR PAVERS CONFORMING TO TXDOT STANDARD PED-05, PEDESTRIAN FACILITIES.
2" MINIMUM
ROCK OR FLEXIBLE
11. WHEELCHAIR RAMP SHALL BE CONSTRUCTED WITH 4" CLASS "A" CONCRETE AND 2" MINIMUM GRAVEL,
CRUSHED ROCK OR FLEXIBLE BASE MATERIAL.
8.33%
MAX.
(1:12)
8.33%
MAX.
(1:12)
DOMES
2.35"MIN.
60 mm
2.35"MAX.
60 mm
2.35"MAX.60 mm
GRAVEL, CRUSHED
ROCK OR FLEXIBLE
BASE MATERIAL
2" MINIMUM
GRAVEL, CRUSHED
BASE MATERIAL4' MIN.
1. INNER SIDEWALK RAMPS MUST START AT THE
1. SIDEWALK RAMPS MUST START AT THE EDGE OF
1. INNER SIDEWALK RAMPS MUST START AT THE
MAY 2009
CONCRETE
CONCRETE
CONCRETE
CU
RB R
ET
UR
N (18'
MIN.
RA
D.)
CURB RETURN (18' MIN. RAD.)
CONCRETE
2. TYPE V RAMPS MUST HAVE 18' MIN. RADIUS.
1
1
(1:12)
MAX.
8.33 %
MAX.8.
33 %
(1:12)
MAX.2
%SIDEW
ALK
TYPICAL
5' 5'
ROADWAY
AND NOT FLUSH WITH
IS CANE DETECTABLE
CURB BETWEEN RAMPS
CROSSWALK
DIRECTION OFCROSS
WALK
DIRECTI
ON OF
MIN.
2'
RAMP
SIDEWALK
RAMPSI
DEWALK
GRADE
AT ROADWAY
SIDEWALK
CURB
HEIGHT
FULL CURB
HEIGHT
FULL
WARNING
DETECTABLE
2' MIN.
NO SCALE
DOME SECTIONNO SCALE
PLAN DETAIL
NOTE:
ON WHEELCHAIR RAMPS TO THE PROJECT MANAGER FOR APPROVAL AT LEAST 30 DAYS PRIOR TO INSTALLATION.
WHEELCHAIR RAMPS. CONTRACTOR MUST SUBMIT TRUNCATED DOME INFORMATION THAT IS TO BE USED
STAMPED CONCRETE TRUNCATED DOMES WILL NOT BE ALLOWED TO BE USED FOR DETECTABLE WARNING ON
1%
2%
3%
4%
5%
LOW SIDE HIGH SIDE
5'-6"
5'-0"
4'-6"
4'-2"
3'-10"
7'-2"
8'-4"
10'-0"
12'-6"
16'-8"
GUTTER
SLOPE
SIDEWALK RAMP LENGTH (1:12)
TABLE 1(SEE NOTE 4)
(MOD)
WHEELCHAIR RAMP STANDARDS
2 %M
AX.
AT FULL HEIGHT CURB ELEVATION.
BETWEEN RAMPS FOR 5' LANDING AND SIDEWALK
OCCURS WHERE THERE IS INSUFFICENT SPACE
WITH SMALL CURB RETURN RADIUS.
- MODIFIED TYPE I SIDEWALK RAMP FOR CONDITION
OF PAYMENT
RAMP LIMITS
NO SCALE
SIDEWALK RAMPS ON SMALL CURB RETURN RADIUS
TYPICAL SIDEWALK RAMP - TYPE I - MOD
"CURB RAMPS (TY 5)".UNDER TxDOT ITEM 531-6008 RAMP SHALL BE PAID FOR NOTE:
100
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
5' 3'
4'
(ROOT PROTECTION ZONE)
LEVEL I
5'
AND DETAILSTREE PROTECTION NOTES
EXTENSIVE ROOT DAMAGE TO TREES. TREE ROOTS SHALL BE SAWCUT PRIOR TO EXCAVATION WITH EQUIPMENT.
14. ANY AND ALL CURB AND SIDEWALK WORK SHALL USE ALTERNATIVE CONSTRUCTION METHODS TO MINIMIZE
TABLE 523-2.
FOR SIGNIFICANT TREES AND AT 3:1 FOR HERITAGE TREES PER THE UNIFIED DEVELOPMENT CODE 35-523,
THAT DIE WITHIN TWELVE (12) MONTHS OF THE PROJECT SHALL BE REPLACED AT A RATIO OF INCH PER INCH
INCLUDES IRRIGATING, FERTILIZING, PRUNING, AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. TREES
13. EXISTING PROTECTED TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THIS
THAT DIE WITHIN TWELVE (12) MONTHS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE AND SPECIES.
INCLUDES IRRIGATING, FERTILIZING, PRUNING, AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. TREES
12. ALL PLANTED TREES, IF ANY, SHALL BE MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THIS
11. NO WIRES, NAILS OR OTHER MATERIALS MAY BE ATTACHED TO PROTECTED TREES.
INCLUDE WATERING THE ROOT PROTECTION ZONE AND/OR WASHING FOLIAGE.
10. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS. MAINTENANCE MAY
BE MITIGATED.
9. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL
8. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST (207-8053).
INFECTION.
PRUNING METHODS. ALL OAK WOUNDS SHALL BE PAINTED WITHIN 30 MINUTES TO PREVENT OAK WILT
7. ROOTS OR BRANCHES IN CONFLICT WITH CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER
6. NO GRADE CHANGE MORE THAN 3" IS ALLOWED WITHIN THE ROOT PROTECTION ZONE.
ROOT PROTECTION ZONE.
ZONE. NO CLEAN-OUT AREAS WILL BE CONSTRUCTED SO THAT THE MATERIAL WILL BE IN OR MIGRATE TO THE
5. NO EQUIPMENT, VEHICLES OR MATERIALS SHALL BE OPERATED OR STORED WITHIN THE ROOT PROTECTION
WITH SOIL, MULCH OR WET BURLAP.
4. EXPOSED ROOTS SHALL BE COVERED AT THE END OF THE WORK DAY USING TECHNIQUES SUCH AS COVERING
WITHIN 30 MINUTES.
3. ALL ROOTS LARGER THAN ONE-INCH IN DIAMETER ARE TO BE CUT CLEANLY AND OAK WOUNDS PAINTED
CONSTRUCTION. THE FENCING WILL BE A MINIMUM OF 4' HEIGHT.
PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING
2. NO WORK SHALL BEGIN WHERE TREE PROTECTION FENCING HAS NOT BEEN COMPLETED AND APPROVED. TREE
TREE WILL HAVE A 10 FOOT RADIUS ROOT PROTECTION ZONE.
LINEAR FOOT FOR EACH INCH DIAMETER INCH AT BREAST HEIGHT (4.5') OF THE TREE. A 10-INCH DIAMETER
BE AN AREA DEFINED BY THE RADIUS EXTENDING OUTWARD FROM THE TRUNK OF THE TREE A DISTANCE OF (1)
PRESERVED TO MEET THE LANDSCAPE OR TREE PRESERVATION ORDINANCES. THE ROOT PROTECTION ZONE SHALL
1. A ROOT PROTECTION ZONE WILL BE ESTABLISHED AROUND EACH TREE OR ANY VEGETATION TO BE
TREE PROTECTION NOTES
K:\
CO
SA
San
Patricio\
ST
AN
DA
RD
S\tree_notes_details.dgn
8/11/2017
CITY OF SAN ANTONIO
DATE:
DRWN. BY: DSGN. BY: CHKD. BY: SHEET NO.:PN JH AC
8/11/2017PROJECT NO.:
PLANTER TOPSOIL
"D" BACKFILL HOLE AND CLEAN UP.
AND LARGE FEEDER ROOTS (4" TO 10" IN DIAM.)
"C" USING TREE TRUNK AS A LEVER PUSH AT POINT "E" TO REMOVE TREE BOLE
ROOTS AT AN ANGLE - 3' TO 4' DEEP
"B" BEGIN EXCAVATION APPROX. 8' FROM THE TRUNK - CUT THRU ANCHOR
A" REMOVE BULKY TREE PARTS "SHRED" AND/OR HAUL SEPARATELY.
NOTE:
TREE REMOVAL DIAGRAM
LEVEL I & FENCE PROTECTION
A. FIRST CUT - TO PREVENT THE BARK FROM BEING
4" MULCH AS SPECIFIED
COMPACTED BACKFILL
BACKFILL AS SPECIFIED
FINISHED GRADE
4" SAUCER
TREE ROOT BALL
N. T. S.
BRANCH PRUNING DETAIL
PEELED WHEN THE BRANCH FALLS.
PREVENT THE SPREAD OF OAK WILT.
N 20 MIN TO IWITH PRUNING PAINT WITH
FOR OAKS ONLY: PAINT ALL WOUNDS OR CUTS
B. SECOND CUT - TO REDUCE THE WEIGHT OF BRANCH.
C. FINAL CUT - ALLOW FOR HEALING COLLAR BUT NO STUBS
LEVEL II B FENCE PROTECTION
AS NEEDED TO PROTECT TREES IN WORK AREAS.
WRAP TREE TRUNK WITH 2"X4" STUDS AND ROPE OR BAND IN PLACE
1.1.4
1.4
N. T. S.
1.3
"B"
LIN
E
PR
OP
ER
TY
BRANCH COLLAR
LIVE BRANCH
PROPER PRUNING FOR
BRANCHES 1 1/2" OR
GREATER IN DIAMETER.
N. T. S.
BRANCH CLEARANCE DETAIL
BRANCH BARK RIDGE
DEAD BRANCH
C
NOTE: DO NOT CUT FROM D to E.
E
E
AB
C
AB
D
D
MANAGER.
THE CURB LINE AS PRESCRIBED BY PROJECT
MAINTAINED FROM THE PROPERTY LINE TO
ABOVE STREET ELEVATION MUST BE
A MINIMUM BRANCH CLEARANCE OF 14 FEET
FIGURE No.2:
1.5
STREET
PA
RK
WA
Y
SID
EW
AL
K
1.1.2
OFFLIMITS
TREE/SHRUB
NEW TREE PLANTING DETAILN. T. S.
N. T. S.
ABSORBING ROOTS
GRADE"C""C" "B"
"A"
"A"
"E"
N. T. S.
ROOT PROTECTION
(RPZ)
LIMITSOFF
ZONE
OFF
LIMI
TS
BORING THRU TREE ROOT ZONE
N. T. S.
FROM TRUNK CAN NOT BE ACHIEVED.
TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE
TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG
ORDER TO MINIMIZE ROOT DAMAGE.
TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN
BY THE ENGINEER.
DECISION TO TUNNEL WILL BE DETERMINED ON A CASE BY CASE BASIS
MAY REQUIRE TUNNELING AS OPPOSED TO OPEN TRENCHES. THE
WHICH UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES
TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR
ZONE
(RPZ)
ROOT PROTECTION
1.1.3LEVEL II A FENCE PROTECTION
1.6
1.2
N. T. S.
3" MULCH INSIDE RPZ
IF BARE DIRT
8" MULCH OUTSIDE RPZ
8" MULCH UNDER DRIP LINE AS
ESTABLISH FENCE PROTECTION
MINIMUM 5' FROM TRUNK
2X4
4'
4"
DEPTH
12" MIN & 48" MAX
6" MULCH INSIDE RPZ
PROTECTION ZONE.
OR WHEN CONSTRUCTION OCCURS IN ROOT
NOTE
1. OPTION USED FOR TIGHT CONSTRUCTION AREAS
DRIP LINE
AND WILL CONFORM TO THE DRIP LINE AND LIMITED
1. THE FENCING SHOWN ABOVE IS DIAGRAMATIC ONLY
NOTE:
TO PROJECT BOUNDARY.AND UNDER DRIP LINE AS
MINIMAL PROTECTION FOR ROOTS
FROM CONSTRUCTION ACTIVITIES
EXCEED 3" OR ROOTS CAN BE BENT BACK.
OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT
2. FOR ACCEPTABLE FENCING MATERIALS SEE
SPECIFICATIONS.
2. FOR ACCEPTABLE FENCING MATERIALS SEE
SPECIFICATIONS.
NOTE
RPZ
FROM THE TRUNK
LEVEL IIA MINIMUM 5'
ELEVATION1.1.1
N. T. S.
WHEN BARE DIRT
MINIMAL PROTECTION FOR ROOTS
FROM CONSTRUCTION ACTIVITIES
TREE CANOPY
ROOT PROTECTION
ZONE (RPZ)
TREE
TRUNK
ROOT PROTECTION
ZONE (RPZ)
PROPERTY LINE
TREE
TRUNK
STREE
T
CURB
ROOT PROTECTION ZONE.
DIAMETER OF THE TREE EQUALS 1 FOOT RADIUS FOR
BASED ON THE DIAMETER OF THE TREE. EACH 1 INCH
ZONE IS A CIRCULAR AREA AROUND A TREE THAT IS
ROOT PROTECTION ZONE-THE ROOT PROTECTION
8 FEET MIN. FOR SIDEWALK
14 FEET MIN.
SPREAD
HEIGHT
12" MIN.
12" MIN.
6"
D
D. BRANCH RIDGES - INDENT PROPERLY BRANCH RIDGES
WHICH ARE SITE FOR DECAY.
1.7
3.3.4N. T. S.
SIDEWALK
PROPOSED
POURED IN PLACE
STRUCTURE
SUPPORT
CONCRETE
ELEVATED WALKWAY SECTION
EXISTING TREE
IN DRIP LINE OF
WRAPPED GRAVEL
FILTER FABRIC
BASISDETERMINED ON A CASE BY CASE
REQUIREMENTS PRESERVATION SHALL BE
THE TREE PRESERVATION ORDINANCE
FOR THOSE TREES THAT DO NOT MEET
NOTE:
TREE DRIP LINE
STREET
SLOPING DOWN TO
ST
RE
ET
CURB
PROPOSED
3"
6'
6'
OF SUPPORT
ELEVATED SIDEWALK MINIMIZE USE
8' 8'
6' MIN.
3'
8'
8'
WALKWAY
WIDE ELEVATED
PROPOSED 3'
N. T. S.
ELEVATED SIDEWALK
28
100% SUBMITTAL
TRANSPORTATION AND CAPITAL IMPROVEMENTS DEPARTMENT
SAN PATRICIO ST