TRANSPORTATION & CAPITAL IMPROVEMENTS (TCI) …€¦ · Beginning chain P_PATRICIO description...

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UP

UP

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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

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OFFICE: (210) 341-6200 FAX: (210) 341-6300


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

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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

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FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055

SCALE: 1"= 10'

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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'

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SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055

SCALE: 1"= 10'

0

8/11/2017


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JOHN HERNANDEZ

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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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


MGR

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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


100

1 1

7

ESTIMATED QUANTITIES

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8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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100

1 1

8

DRIVEWAY TABLE

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TRI

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O_

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WY_

SU

M.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


MGR

PR

OF

ESS

ONAL ENG

NE

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TATE OF TEX

A

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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_

PP01.dgn

8/11/2017

PR

OP

C

LC

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

ROADWAY - PLAN AND PROFILE

PROFILE VIEW LEGEND

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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

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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


IDELFONSA & ROSA MARIA

PID: 379796


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


HILARY & JUAN A. SEGOVIA

PID: 379809


ALICA DELGADO

PID: 379810


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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LC

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

ROADWAY - PLAN AND PROFILE

PROFILE VIEW LEGEND

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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


JOSE & MARIA ARZOLA

PID: 379792


FERNANDO R. BALLE

PID: 379794


ESTATE OF MARIA R. MARTINEZ

PID: 379791


JESSE G. & AMELIA S. LOPEZ

PID: 379793


ESTATE OF HORTENCIA YANEZ

PID: 379814


LAXSHMI PROPERTIES INC.

PID: 3798131610 SAN PATRICIO ST

EDWARD ROMERO

PID: 379812


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:\

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L01.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

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REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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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


HERLINDA LARA RESENDEZ

PID: 379799

Vol. 18029, Pg. 1275



SELENA MARIBEL HERNANDEZ

PID: 379805

Vol. 642, Pg. 159


1014 S HAMILTON ST

DORA R. CRISTAN

PID: 379802

Vol. 14638, Pg. 1828


1016 S HAMILTON ST

FLORENCIO III & CLAUDIA CRISTIAN

PID: 379803

Vol. 14638, Pg. 1828


1018 S HAMILTON ST

FLORENCIO III & CLAUDIA CRISTIAN

PID: 379804

Vol. 3239, Pg. 1555



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:\

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San

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RO

AD

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PA

TRI

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L02.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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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


JESSE G. & AMELIA S. LOPEZ

PID: 379793

Vol. 10374, Pg. 1365

NCB 6592 BLK 3 LOT 22 & 23


JOSE & MARIA ARZOLA

PID: 379792

Vol. 642, Pg. 159

NCB 6592 BLK 3 LOT 20 & 21


ESTATE OF MARIA R. MARTINEZ

PID: 379791

Vol. 642, Pg. 159

NCB 6593 BLK 4 LOT 18 & 19


ESTATE OF HORTENCIA YANEZ

PID: 379814

Vol. 9369, Pg. 1859

NCB 6593 BLK 4 LOT 16 & 17


LAXSHMI PROPERTIES INC.

PID: 379813

Vol. 6570, Pg. 219

NCB 6593 BLK 4 LOT 14 & 15


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

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San

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RO

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Y\

PA

TRI

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O_

RD

WY_

DE

T01.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


8/11/2017


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O_

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EC_

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TS.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

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REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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

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O_

XS

EC_

SH

EE

TS.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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

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San

Patricio\

RO

AD

WA

Y\

PA

TRI

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O_

XS

EC_

SH

EE

TS.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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

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O_

XS

EC_

SH

EE

TS.dgn

8/11/2017

SHEET OF

OFFICE: (210) 341-6200 FAX: (210) 341-6300


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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


FIRM NUMBER: F-8478

CITY OF SAN ANTONIO

REVISIONS


& ASSOCIATES, LLC

CAMACHO-HERNANDEZ

________% SUBMITTAL

DRWN. BY:___________ DSGN. BY:___________

PROJECT NO.:____________________________


DATE:_______________


1055 0

VERT: 1"= 2'

HORZ: 1"= 10'

8/11/2017


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 COMMERCIAL DRIVEWAY SECTION

CONCRETE DRIVEWAY NOTES



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



LOW CURB

2%MAX.

7%MAX.(G1)

7"

MIN., S

EE N

OT

E 2


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



14%MAX.

2%MAX.

1 / 2"


SHEETS (ITEM 303)

LOW 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.


2% MAX.14% MAX.


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


CURB AND

SIDEWALK

BEYOND

7"

MIN., S

EE N

OT

E 2


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


2' 4' SIDEWALK DRIVEWAY APRON DRIVEWAY

PENETRATION

SEE NOTE 1ON PLANS

LENGTH AS SHOWN

CURB ANDSIDEWALKBEYOND


14%MAX.

2%MAX.

LOW CURB

2%MAX.

8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION

IS 4' OR GREATER.


SHEETS (ITEM 303)


ITEM 503.2

MINIMUM

1 / 2"


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


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.


o 45 FOR COMMERCIAL DRIVEWAY

2'

2'

4' - 0"

1' RAD.

VARIES VARIES

SEE NOTE 3

VARIES

COMMERCIAL: SEE PLAN VIEWRESIDENTIAL : 2' MAXIMUM;


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


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




OR ASPHALTIC CONCRETE 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:______________


V. VASQUEZ DSGN. BY:____________ CHKD. BY:_________________R.S. HOSSEINI, P.E.

8/11/2017

2825


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"


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"




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)


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


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





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:______________


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


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)


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'


SEE NOTE 5.

4'

SE

EN

OT

E 2

2'


SEE NOTE 5.

TYPICAL

CONCRETE

SIDEWALK

2'

SEE NOTE 2

2' MIN. DETECTABLE

WARNING. SEE NOTE 5.

4' MIN.

SEE NOTE 2


SEE NOTE 5.

2' MIN. DETECTABLE

WARNING. SEE NOTE 5.

2'


SEE NOTE 5.

CURB AND SIDEWALK BEYOND


6' MIN. (TYPE III & IV RAMPS)

SEE NOTE 2 & 3


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

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