14-Drawings.pdf

HARRIS COUNTY ENGINEERING DEPARTMENT

COUNTY JUDGE

S

LINA HIDALGO

PRECINCT 2

E

PROJECT LOCATION

o290 o59

90o p10

MICHAEL POST, CPA

ADRIAN GARCIA

RODNEY ELLIS

VICINITY MAP

N.T.S.

p610 o75

610p p45 p610

45p o75 o59 p10 o90

COUNTY AUDITOR

COMMISSIONER

COMMISSIONER

T

R

A H

RI

PRECINCT 1

PRECINCT 2

JOHN R. BLOUNT, P.E.

R. JACK CAGLE

S

X

A

NUCO

Y T

COUNTY ENGINEER

COMMISSIONER

COMMISSIONER

PRECINCT 3

PRECINCT 4

APPROVED:_________________________

Flood Plain Management

HCED-Permit Group

Harris County, Texas

CIVIL STANDARD PCSZ

C A

D D

S h e e t s

P la n s

N o r m a n d y

P r o je c t

C o v e r

S h e e t .d g n

LOCATION

PROJECT

STA 10+78.49

BEGIN PROJECT

P107-00-00

HCFCD ROW

FAILURE TO PROVIDE BOTH ITEMS COULD RESULT IN DELAYS AND ADDITIONAL CONSTRUCTION COSTS.

APPLY FOR THE HCFCD ROW UNDER ROW NOTIFICATION.

TO APPLY FOR THE HCFCD RIGHT-OF-WAY NOIFICATION PLEASE GO TO HTTP://APPS.HARRISCOUNTYTX.GOV/EPERMITS AND

THAT THE HCFCD RIGHT-OF-WAY NOTIFICATION IS SEPARATE FROM THE SITE DEVELOPMENT PERMIT PACKAGE.

SITE PLANS MUST BE APPROVED PRIOR TO OBTAINING THE REQUIRED HCFCD RIGHT-OF-WAY NOTIFICATION. BE ADVISED

BOTH THE HCFCD RIGHT-OF-WAY NOTIFICATION AND 48HR NOTIFICATION MUST BE PROVIDED TO HCFCD AT DCID@HCFCD.ORG.

BOTH ARE REQUIRED PRIOR TO ENTERING OR WORKING WITHIN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY.

2.) HCFCD 48HR PRE-CONSTRUCTION NOTIFICATION

1.) HCFCD RIGHT-OF-WAY NOTIFICATION (PERMIT)

CONSTRUCTION IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY REQUIRES:

TOM S. RAMSEY, P.E.

UPIN NO. 21102MF23N01

o

PROJECT

LOCATION

STA 64+08.93

END PROJECT

WOODFOREST BLVD

N O

R M

A N

D Y

S T

WALLISVILLE RD

M A

X E

R

W A

L L I

S V I

L L

TO WALLISVILLE RD.

SIDEWALK - NORMANDY STREET FROM WOODFOREST BLVD.

ROAD LOG NO. 2009113, 2009105, 2009106, 2009151, 2009152, 2009101, 2009103

KEY MAPS # 496D, 456V, & 456Z

NOTICE:

VERIFICATION OF PRIVATE UTILITY LINES

Date

Signature valid for six months.

conflict verification.

This signature not to be used for

(Gas service lines are not shown).

CenterPoint Energy natural gas utilies shown.

Date

Signature valid for six months.

verification).

facilities - not to be used for conflict

(This signature verifies existing underground

Facilities Verification ONLY.

CenterPoint Energy/UNDERGROUND Electrical

Date

DOES NOT FULFILL YOUR OBLIGATION TO CALL 811.

UNDERGROUND LINES CAN BE MARKED. THIS SIGNATURE

CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG SO THAT

FOR YOUR SAFETY, YOU ARE REQUIRED BY TEXAS LAW TO

Signature valid for one year.

Approved for AT&T underground conduit facilities only.

AUGUST 2021

TDLR PROJECT NO.: 2022000262

10 9/20/2021

10-18-21

10-18-21

10/07/2021

Zora.Zaharieva Stamp

Zora.Zaharieva Text Box COORINATION WITH UTILITIES AND PROPOSED FINAL DESIGN ARE RESPONSIBILITIES OF THE CONTRACTOR.

THE QUANTITIES OF SOLAR LIGHTS IN THIS SET ARE FOR BUDGET PURPOSES ONLY.

CTV-104

COMCAST

COMCAST CTV-104

CROWN CASTLE FOC-1 AT&T BT-5

AT&T BT-5

C P

B

CPE BE-16

AT&T BT-127

AT&T BT-111

AT&T BT-118

AT&T BT-118

FOC-1

CROWN CASTLE

AT&T BT-126

AT&T FOC-104AT&T BT-111

AT&T FOC-104

AT&T BT-104

CPE BE-102

CROWN CASTLE FOC-1

B T

A T

M

24" STM

12" SAN

12" SAN 12" SAN

12" SAN

24" STM

12" WATER 12" WATER

A

N

W

T E

R

C

R V

IC

E

CPE 2" IP AA

M

S

A N

7' IRON FENCE

F E

N C

E

IR

O N

7' IRON FENCE

7' IRON FENCE

BRICK COLUMNS

BRICK COLUMNS

7' IRON FENCE W/

7' IRON FENCE W/

BRICK COLUMNS

6' IRON FENCE W/

P C

15+00

MCI FOC-117

COMCAST CTV-104

COMCAST CTV-104

MCI FOC-3

MCI FOC-3

COMCAST CTV-104

F O

C

C

R O

C

S

T

CROWN CASTLE FOC-1

T

AT&T BT-6

AT&T BT-5

A T

AT&T BT-118AT&T BT-118

CPE BE-118

MCI FOC-4

AT&T BT-7

FOC-1

CROWN CASTLE

AT&T FOC-104

AT&T BT-104

AT&T BT-118

AT&T FOC-100

AT&T FOC-100

AT&T BT-103

AT&T BT-103

AT&T BT-103

FOC-1

CROWN CASTLE

AT&T BT-101

AT&T BT-123

AT&T BT-124

CPE BE-119

CPE BE-119

CPE BE-101

CROWN CASTLE

MCI FOC-3

36" STM

S

T M

M

18" STM

36" STM

M

S

TM

8" SAN

10" SAN

16" WATER

T E

R

18" STM

S A N

18" STM

CPE BE-119

10" SAN

12" WATER

C

L

K

IN

D

M

R G

N

FENCE GATE

8' CHAIN LINK

7' IRON FENCE

W O

F

N C

E

LANDSCAPE

METAL GATE

P O

T

10+00

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

10' B.L.

SCALE:1"=10'-0"

R=3'

TCE LIMITS

TO REMAIN

BRICK PLANTERS

DRIVEWAY

PROP

' 5

EXIST CURB

TIE TO

BE REMOVED

EXIST CURB TO

DETAIL A

15.48'

R=3'

10'B.L.

10'B.L.

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

H

I

A

M A

T

A

M A

T

A

[ NORMANDY STREET

[ NORMANDY STREET

NORMANDY STREET

NORMANDY STREET

NORMANDY PLAN (1 OF 7)

1"=20'-0" C2.1

STA 10+78.49

BEGIN PROJECT

SIDEWALK

4•" THICK

PROP 4' WIDE

SIDEWALK

4•" THICK

PROP 4' WIDE

SIDEWALK

4•" THICK

PROP 4' WIDE

SIDEWALK

4•" THICK

PROP 4' WIDE

EXIST ROW

TO BE ADJUSTED

EXIST WATER VALVE

TO BE ADJUSTED

EXIST WATER VALVE

TO BE AVOIDED

EXIST FIREHYDRANT

A

A

A

A

A

A

A

A

EXIST ROW

EXIST ROW

EXIST ROW

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE

W O

O D

F O

R E

U L

E V

A R

D

EXIST OH LINE

EXIST OH LINETO BE RELOCATED

EXIST WARNING SIGN

EXIST OH LINE

EXIST INLET

EXIST INLET

EXIST INLET

EXIST OH LINE

TO BE ADJUSTED

EXIST SAN SEWER MH

EXIST POWER POLE

EXIST POWER POLE

TCE LIMITS

T

T

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

TO BE AVOIDED

EXIST POWER POLE

TO BE AVOIDED

EXIST POWER POLE

EXIST POWER POLE TO BE AVOIDED

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

EXIST POWER POLE

TO BE AVOIDED

EXIST FIREHYDRANT

EXIST GROUNDBOX TO BE AVOIDED

EXIST POWER POLE TO BE AVOIDED

80'

EXIST WATER VALVE TO BE ADJUSTED

TO BE AVOIDED

EXIST SAN SEWER MH

EXIST TRAFFIC SIGN TO BE RELOCATED

TO BE ADJUSTED

EXIST SAN SEWER MH

PROP 4' PEDESTRIAN BRIDGE (REF. C3.1 SIDEWALK BRIDGE DETAIL)

PROP 5" SLOPED PAVING (REF. C3.20 SLOPE PAVING DETAILS)

STA 10+78.49

BEGIN SIDEWALK

STA 12+43.63

BEGIN SIDEWALK

T

T

EXISTING GROUND BOX TO BE ADJUSTED

EXIST SAN SEWER MH TO BE ADJUSTED

REF. C2.10 DRIVEWAY SUMMARY

REF. C2.10 DRIVEWAY SUMMARY

REF. C2.10 DRIVEWAY SUMMARY

REF. C2.10 DRIVEWAY SUMMARY

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

REF. DETAIL A

TO RETAIN SOIL

INSTALLED CURB

PROPOSED TALL CURB

PROPOSED TALL CURB

PROP. TALL CURB

1 RECORD DRAWINGS AV04/26/2023

PROP. TALL CURB

ROW

EXIST

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

04/

FOR INFORMATION ONLY

AT&T BT-111

AT&T BT-118

AT&T FOC-104

AT&T BT-118

A T

C T

V

C O

M C

A

CPE BE-116

CPE BE-12

CPE BE-13

CPE BE-117

AT&T FOC-104

COMCAST CATV

AT&T BT-105

AT&T BT-105

AT&T BT-126

AT&T BT-126

C

BT-107

AT&T

M

M

36" STM

30" STM

12" SAN

12" SAN

12" SAN

S

T M

S

T M

S

A N

12" WATER

CPE 2" IP AA

C P

E

IP

6' IRON FENCE

FENCE GATE

6' IRON FENCE GATE

6' IRON

IR

N C

E

6' IRON FENCE

L A

N D

S C

A P

E 6' IRON FENCE

WOOD FENCE

BRICK COLUMNS

7' IRON FENCE W/

C O

N C

D R

IV

E

20+00

P T

P C

CROWN CASTLE FOC-1

AT&T BT-118

AT&T BT-118

AT&T FOC-105

AT&T FOC-105

C

CPE B

E-104

AT&T BT-109

AT&T BT-112

CPE BE-103

AT&T BT-5

AT&T BT-110

A T

C

S

T M

S

TM

S T

M

S

T M

S

A N

S

A N

T E

R

12" WATER

36" STM

R

S

T M

HEDGE

H E

D G

E

LANDSCAPE

6' WOOD FENCE

8' WOOD FENCE

CONC. PAVEMENT

GRADE BREAK

GRADE BREAK

GRADE BREAK

8' WOOD FENCE

25+00

2%

EXIST ROAD

SCALE:NTS

2%

EXIST ROAD

SCALE:NTS

VARIES

VARIES

2' MIN 2' MIN

2' MIN 2' MIN

R O

W

E X I

S T

R O

W

E X I

S T

TYPICAL SECTION A-A

TYPICAL SECTION B-B

4•" SIDEWALK

4•" SIDEWALK

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION C-C

4•" SIDEWALK

TALL CURB

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

DATE: 5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

10' B.L.

CURB

PROP

SCALE:1"=10'-0"

DRIVEWAY

PROP

TCE LIMITS

R=4' R=4'

BE REMOVED

EXIST CURB TO

DETAIL B

EXIST CURB

TIE TO

9.71'

1 ADDENDUM NO. 1 TBD AV

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

M A

T

A

M A

T

A

M A

T

A

NORMANDY PLAN (2 OF 7)

1"=20'-0"

[ NORMANDY STREET

NORMANDY STREET

[ NORMANDY STREET NORMANDY STREET

RAMP

PROP TYPE 7

C2.2

RAMP

PROP TYPE 3

SIDEWALK

4•" THICK

PROP 4' WIDE

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE

EXIST CHAIN LINK FENCE TO BE ADJUSTED

EXIST MANHOLE

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

SIDEWALK

4•" THICK

PROP 4' WIDE

RAMP

PROP TYPE 3

SIDEWALK

4•" THICK

PROP 4' WIDE

L A

N E

W O

W N

EXIST WOOD FENCE

EXIST OVERHEAD LINE

PROP TYPE 7 RAMP

STA 26+00.00

BEGIN PROP TALL CURB

EXIST POWER POLE

EXIST OH LINE

EXIST WATER VALVE TO BE ADJUSTED

TO BE AVOIDED

EXIST FIREHYDRANT

EXIST POWER POLE

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

EXIST FIREHYDRANT

EXIST SIGN

EXIST LIGHT POLE

A

A

A

A

EXIST SIGN

A

A

A

A

EXIST STM SEWER MH

TCE LIMIT

SEWER MH

EXIST SAN

TO BE ADJUSTED

EXIST STM SEWER MH

PER HCED STANDARDS (REF. C3.12 CROSS WALK DETAILS)

AND STOP BAR. (TYP)

PROP STD CROSSWALK STRIPING

EXIST POWER POLE TO BE AVOIDED

EXIST POWER POLE TO BE AVOIDED

TO BE ADJUSTED

EXIST STM SEWER MH

T

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

T

T

T

T

T

T

TO BE AVOIDED

EXIST POWER POLE

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

EXIST MANHOLE TO BE ADJUSTED

TO BE RELOCATED

EXIST STOP SIGN EXIST STM SEWER MH TO BE ADJUSTED

TO BE ADJUSTED

EXIST GROUNDBOX

EXIST TREE TO BE REMOVED

RELOCATED

SIGN TO BE

EXIST STOP

EXIST INLET

EXIST LIGHT POLE TO BE AVOIDED

EXIST LIGHT POLE TO BE AVOIDED

EXIST POWER POLE TO BE AVOIDED

80'

TO BE RELOCATED

EXIST SPEED LIMIT SIGN

SPEED LIMIT SIGN

EXIST LIGHT POLE AND

TO BE RELOCATED BY OTHERS

ELECTRICAL GROUND BOX

TO BE ADJUSTED

EXIST WATER VALVE

SIDEWALK

4' WIDE

REMOVE EXIST

SIDEWALK

WIDE

EXIST 4'

TIE TO

REMOVE EXIST 4' WIDE SIDEWALK

TIE TO EXIST 4' WIDE SIDEWALK

TIE TO EXIST 4' WIDE SIDEWALK

TIE TO EXIST 4' WIDE SIDEWALK

SIDEWALK

4' WIDE

REMOVE EXIST

TIE TO EXIST 4' WIDE SIDEWALK

B

B

A

A

SIDEWALK

4•" THICK

PROP 4' WIDE 1

REMOVE EXIST LANDSCAPE

REMOVE EXIST TREE TRUNK

TO REMAIN & TO BE CLEANED

EXIST 4' WIDE SIDEWALK

REF. C2.10 DRIVEWAY SUMMARY

(REF. SHEET C3.9 TALL CURB DETAIL)

PROP TALL CURB

TO EXIST ROW

3' WIDE SIDEWALK

REMOVE EXIST

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

C

C

REF. DETAIL B

TO BE ADJUSTED

EXIST WATER VALVE

PROP. TALL CURB

PROP. TALL CURB 1

PROP. TALL CURB

EXIST ROW

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

AT&T BT-118

AT&T BT-118

AT&T BT-108

AT&T BT-108

COMCAST CTV-103

COMCAST CTV-103

COMCAST CTV-103

AT&T FOC-105

AT&T FOC-105

COMCAST CTV-1

COMCAST CTV-1

COMCAST CTV-1 AT&T BT-3

UNK-100

AT&T BT-3

CPE BE-106

CPE BE-107

CPE BE-110

CPE BE-111

CPE 3" PVC

CPE BE-100

FOC-1

CROWN CASTLE

12" WATER

S A N

S A N

12" SAN.

N

24" STM

S

T M

24" STM

M

12" SAN.

12" SAN

N

24" STM

A P

P R

O X

L O

C A T

IO

N

T E

R

C

R V

IC

E

CPE 2" IP AA

CPE 2" IP AA

CPE 3" PVCHIG

H B

ANK

FLOW LINE

GRADE BREAK

W O

N C

E

6' WOOD FENCE

BREAK

GRADE

HIGH BANK

5' WOOD FENCE

GRADE BREAK

LANDSCAPE

6' WOOD FENCE

BRICK COLUMNS

6' WOOD FENCE W/

35+00

AT&T BT-118

AT&T BT-118

AT&T BT-108

AT&T BT-108

AT&T FOC-105

AT&T FOC-105

COMCAST CTV-101

CPE BE-105COMCAST CTV-100

CPE BE-112

BE-113

CPE

CPE BE-112

M

24" STM

P

S

T M

M

M

12" WATER

24" STM

12" WATER

C P

E

5' WOOD FENCE

GRADE BREAK

LANDSCAPE

GRADE BREAK

6' WOOD FENCE

6' WOOD FENCE

30+00

P T

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

'B .L

'B .L

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION C-C

4•" SIDEWALK

TALL CURB

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

M A

T

A

M A

T

A

M A

T

A

NORMANDY PLAN (3 OF 7)

1"=20'-0"

[ NORMANDY STREET

NORMANDY STREET

[ NORMANDY STREET

NORMANDY STREET

RAMP

PROP TYPE 3

C2.3

PROP TYPE 3 RAMP

PROP TYPE 3 RAMP

L A

N E

W O

O D

R I

P P

L E

PROP TYPE 7 RAMP

TIE TO EXIST 4' SIDEWALK

L A

N E

C I

R C

L E

W O

O D

TO BE ADJUSTED

EXIST WATER VALVE

TO BE RELOCATED

EXIST SIGN

EXIST OH LINE

SIDEWALK

4•" THICK

PROP 4' WIDE1 EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

SIDEWALK

4•" THICK

PROP 4' WIDE1

EXIST INLET

SIDEWALK

4•" THICK

PROP 4' WIDE1

EXIST OH LINE

EXIST FIREHYDRANT

EXIST ROW

EXIST ROW

EXIST ROW

A

A

A

A

A

A

SIDEWALK

4•" THICK

PROP 4' WIDE

EXIST STM SEWER MH

EXIST SAN SEWER MH TO BE ADJUSTED

EXIST STM SEWER MH

EXIST TREE TO BE REMOVED

TO BE REMOVED

EXIST TREE

TO BE RELOCATED

EXIST STOP SIGN

PER HCED STANDARDS (REF. C3.12 CROSSWALK DETAILS)

PROP STD CROSSWALK STRIPING AND STOP BAR. (TYP)

EXIST POWER POLE TO BE AVOIDED

TIE TO EXIST DRIVEWAY

EXIST LIGHT POLE TO REMAIN

T

T T

T T

T T

T

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

PER HCED STANDARDS (REF. C3.12 CROSSWALK DETAILS)

PROP STD CROSSWALK STRIPING AND STOP BAR.

EXIST LIGHT POLE TO REMAIN

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

EXIST POWER POLE

EXIST STOP SIGN TO BE RELOCATED

EXIST POWER POLE

END PROP TALL CURB 29+00.00

EXIST STM SEWER MH TO BE ADJUSTED

EXIST FIREHYDRANT TO BE AVOIDED

EXIST LIGHT POLE TO BE AVOIDED

EXIST MBGF TO REMAIN

EXIST SPEED LIMIT SIGN TO REMAIN

SIGN TO BE RELOCATED

EXIST SPEED LIMIT

EXIST SPEED LIMIT SIGN

EXIST LIGHT POLE TO REMAIN

TO BE REMOVED

EXIST 4' SIDEWALK

36X36

W9-2

EXIST SIGN TO BE RELOCATED

TIE TO EXIST 4' WIDE SIDEWALKTIE TO EXIST 4' WIDE SIDEWALK

EXIST 4' WIDE SIDEWALK TO BE REMOVED

TIE TO EXIST 4' WIDE SIDEWALK

& BE CLEANED

TO REMAIN

SIDEWALK

EXIST 4' WIDE

TO REMAIN & BE CLEANED

EXIST 4' WIDE SIDEWALK

EXIST STM SEWER MH

STA 35+50

BEGIN PROP TALL CURB

(REF. SHEET C3.9 TALL CURB DETAIL)

PROP TALL CURB

(REF. C3.11 PAVEMENT MARKING DETAILS)

PROP STRIPING

(REF. SHEET C3.9 TALL CURB DETAIL)

PROP TALL CURB

(REF. SEE SHEET C3.2 STRUCTURAL DETAILS)

REPAIR 100 LF MBGF

39.15' RT

STA 35+37.26

BEGIN PROP TALL CURB

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

C

A

A

C

35.04'

LANE

ENDS

RIGHT

W9-1R

W4-2

PROP. TALL CURB

PROP. TALL CURB

PROP. TALL CURB 1

PROP. TALL CURB

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

MCI FOC-2

AT&T BT-118

AT&T BT-118

AT&T FOC-105

AT&T BT-108

AT&T BT-118

AT&T BT-108

A T

AT&T BT-114

CTV-102

COMCAST

COMCAST CTV-103

AT&T FOC-105

AT&T FOC-105

CPE BE-109

COMCAST CTV-1

S

A N

8" SAN

S

TM

S

TM

24" STM

12" WATER

12" WATER

30" STM

AT&T BT-114

AT&T BT-118

AT&T FOC-105

AT&T BT-115

S

A N

12" SAN

M

24" STM

24" STM

T E

R

T E

R

S

A N

R

C P

E

CPE 2" IP AA

CPE 2" IP AA

C

R V

IC

E

C P

E

V

C

A T

C O

M C

A S

T

9' BRICK WALL

IRON GATE

9' BRICK WALL

IRON GATE

6' IRON FENCE

8'HX2'W BRICK WALL W/ CONC. BASE

8'HX2'W BRICK WALL W/ CONC. BASE

6' WOOD FENCE

FENCE

6' WOOD

BRICK COLUMNS

6' WOOD FENCE W/

6' WOOD FENCECHAIN LIN

K FENCE W/

P C

40+00

MCI FOC-2

MCI FOC-2

CROWN CASTLE FOC-1

AT&T BT-118

AT&T BT-119

AT&T FOC-106

AT&T FOC-105

CROWN CASTLE FOC-1

" S

TM

S

TM

42" STM

42" STM

TREELINE

VEGETATION

CONC.

CONC. PAVEMENT

8' CHAIN LINK FENCE

CONC. SIDEWALK

CONC. SIDEWALK

CONC. TRAFFIC BARRIER

CONC. TRAFFIC BARRIER

GRASS

8' CHAIN LINK FENCE

CONC. SIDEWALK

TREES

CONC.

CONC. BRIDGE

CONC. BRIDGE

CONC. TRAFFIC BARRIER

WITH METAL RAIL

CONC. TRAFFIC BARRIER

WITH METAL RAIL

CONC. TRAFFIC BARRIER WITH METAL RAIL

CONC. TRAFFIC BARRIER

CONC. TRAFFIC BARRIER

CONC. TRAFFIC BARRIER

WITH METAL RAIL

CONC. SIDEWALK

CONC. BRIDGE

CONC. BRIDGE

8' CHAIN LINK FENCE

8' CHAIN LINK FENCE

FEET OF DIRT

BURIED UNDER

CONCRETE

R

IP

R A P

C O

N C

R E

R A P

C O

N C

R E

6' WOOD FENCE

CHAIN LINK FENCE W/

45+00

P T

CONC.

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

DATE: 5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

20'B.L.

10'B.L.

10'B.L.

H .C .F .C .D

U N

IT

N

O P -0

-0

10'B.L.

10'B.L.

H .C .F .C .D

U N

IT

N

O P -0

-0

H .C .F .C .D

V O

L P

G H .C .M .R

V O

L P

G H .C .M .R

H.C.F.C.D.

VOL. 299, PG. 140 H.C.M.R.

10'B.L.

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION C-C

4•" SIDEWALK

TALL CURB

ADDENDUM NO. 1

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

M A

T

A

M A

T

A

M A

T

A

NORMANDY STREET

[ NORMANDY STREET

NORMANDY PLAN (4 OF 7)

1"=20'-0"

NORMANDY STREET

[ NORMANDY STREET

C2.4

L A

N E

P I

N E

O L

D

RAMP

PROP TYPE 3

SIDEWALK

4•" THICK

PROP 4' WIDE

TO BE REMOVED

EXIST TREE

EXIST INLET

SIDEWALK

4•" THICK

PROP 4' WIDE

EXIST INLET

TO BE RELOCATED

EXIST SIGN

TO BE ADJUSTED

EXIST GROUNDBOX

SIDEWALK

4 •" THICK

PROP 4' WIDE

D R I

V E

O A

K

O R

N H I

SIDEWALK

4 •" THICK

PROP 4' WIDE 1

TO BE RELOCATED

EXIST SIGN

TO BE RELOCATED

EXIST SIGN

SIDEWALK

4•" THICK

PROP 4' WIDE1

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

A

A

A

A

A

A

TO REMAIN

EXIST MAILBOX

BRIDGE CHAIN LINK FENCE

REMOVE & REPLACE 60 LF OF

EXIST NB NORMANDY BRIDGE

EXIST SB NORMANDY BRIDGE

EXIST BRIDGE CHAIN LINK FENCE

EXIST BRIDGE CHAIN LINK FENCE

B A

Y O

U

G R

E E

EXIST POWER POLE

TO BE ADJUSTED

EXIST STM SEWER MH

(REF. C3.8 SIDEWALK DETAILS)

PATCH SIDEWALK

EXIST COMBINATION RAIL

TO BE ADJUSTED

EXIST STM SEWER MH

P107-00-00

P107-00-00

(MAP VOL 299 & PG 140 CHANNEL ROW)

(DEED VOL & PG)

H.C.C.F. G810294

IRREGULAR PUBLIC EASEMENT

(REF. SEE SHEET C3.2 STRUCTURAL DETAILS)

RETROFIT 59 LF MBGF

(REF. SEE SHEET C3.2 STRUCTURAL DETAILS)

RETROFIT 48 LF MBGF

EXIST MBGF

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

T T

T T T

T

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

EXIST MAILBOX TO REMAIN

TO BE AVOIDED

EXIST FIREHYDRANT

TO BE RELOCATED

EXIST STOP SIGN

POLE TO BE AVOIDED

EXIST POWER

C

C

EXIST LIGHT POLE TO BE AVOIDED

PROP TYPE 7 RAMP

PROP TYPE 7 RAMP

EXIST STOP SIGN TO BE RELOCATED

PROP TYPE 3 RAMP

(REF. C3.12 CROSSWALK DETAILS)

PER HCED STANDARDS

AND STOP BAR. (TYP)

PROP STD CROSSWALK STRIPING

EXIST FIREHYDRANT TO BE AVOIDED

SIGN TO BE AVOIDED

EXIST PEDESTRIAN CROSSING

EXIST INLET

SIGN TO BE RELOCATED

EXIST SPEED LIMIT

SIGN TO BE RELOCATED

EXIST SPEED LIMIT

EXIST COMBINATION RAIL

TO BE ADJUSTED

EXIST SAN SEWER MH

(REF. C3.9 PAVEMENT MARKING DETAILS)

PROP STRIPING

TIE TO EXIST STRIPING

TO BE ADJUSTED

EXIST SAN SEWER MH

EXIST GROUND BOX TO BE ADJUSTED

REMOVE EXIST CURB AND PAVEMENT

TO BE ADJUSTED

EXIST GROUNDBOX

CLEARED AS NECESSARY

EXIST BRUSH TO BE

TO BE REMOVED

SIDEWALK

EXIST 4' WIDE

4' WIDE SIDEWALK

TIE TO EXIST

TO BE REMOVED

SIDEWALK

EXIST 4' WIDE

TIE TO EXIST 6' WIDE SIDEWALK

6' WIDE SIDEWALK

TIE TO EXIST

6' WIDE SIDEWALK

TIE TO EXIST

TO BE ADJUSTED

EXIST GROUND BOX

TO BE AVOIDED

EXIST GUY WIRES

SIDEWALK DETAILS)

(REF. C3.8

& PATCH SIDEWALK

TO BE REMOVED

GROUND ANCHORS

EXIST ABANDONED

TO BE ADJUSTED

EXIST GROUNDBOX

TO REMAIN & BE CLEANED

EXIST 6' WIDE SIDEWALK

STA 38+00

TALL CURB

END PROP

REF. C2.8 NORMANDY - ROADWAY DIMENSION CONTROL

TALL CURB DETAIL)

(REF. SHEET C3.9

PROP TAL CURB

TO BE AVOIDED

EXIST GUY WIRES

(REF. C3.11 PAVEMENT MARKING DETAILS)

PROP STRIPING

REF. C2.9 NORMANDY-SIDEWALK DETAILS

NORMANDY-SIDEWALK DETAILS

REF. C2.9

REF. C2.9 NORMANDY-SIDEWALK DETAILS

R=50'

R=50'R=25'

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

32.00'

RIGHT LANE

MUST

TURN RIGHT

R3-7R

ONLY

24X30

R3-5R

ONLY

A

A

EXIST MBGF TO REMAIN

EXIST LEFT LANE ENDS SIGN TO BE REMOVED

(REF. C3.12 CROSSWALK DETAILS)

PER HCED STANDARDS

AND STOP BAR. (TYP)

PROP STD CROSSWALK STRIPING

EXIST POWER POLE TO BE AVOIDED

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

AT&T BT-1

AT&T BT-119

AT&T BT-119

CPE BE-5

M C I

D U

C T

AT&T FOC-107

AT&T BT-121

AT&T FOC-106

AT&T FOC-106

M

42" STM

R

WOODS

GRADE BREAK

CHAIN LINK FENCE

CHAIN LINK FENCE

CONC. SIDEWALK

CONC. SIDEWALK

CHAIN LINK FENCE

P C

50+00

CROWN CASTLE FOC-1

MCI FOC-2

CROWN CASTLE FOC-1

MCI FOC-2

AT&T BT-1

AT&T BT-1

AT&T BT-1

AT&T FOC-108

AT&T FOC-108

AT&T BT-119

AT&T BT-119

AT&T FOC-108

AT&T BT-119

36" STM

S

T M

42" STM

LANDSCAPE

8' WOOD FENCE

8' WOOD FENCE

8' WOOD FENCE

GRADE BREAK

BREAK

GRADE

GATE

GRADE BREAK

GRADE BREAK

CHAIN LINK FENCE

GRADE BREAK

CONC. DRIVE

50+00

P T

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

DATE: 5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

1 AV

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

M A

T

A

M A

T

A

M A

T

A

[ NORMANDY STREET

NORMANDY STREET

NORMANDY PLAN (5 OF 7)

1"=20'-0"

NORMANDY STREET

[ NORMANDY STREET

C2.5

SIDEWALK

4•" THICK

PROP 4' WIDE

SIDEWALK

4•" THICK

PROP 4' WIDE

SIDEWALK

4•" THICK

PROP 4' WIDE

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

EXIST POWER POLE EXIST OH LINE

EXIST CHAIN LINK FENCE

EXIST WOOD FENCE

EXIST CHAIN LINK FENCE

EXIST POWER POLE

A

A

A

A

A

A

T

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

T

EXIST STM SEW MH TO BE AVOIDED

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

CLEARED AS NECESSARY

EXIST BRUSH TO BE

EXIST SPEED LIMIT SIGN

TO BE RELOCATED

EXIST WARNING SIGN

EXIST TRAFFIC SIGN

TO BE AVOIDED

EXIST POWER POLE

TO BE ADJUSTED

EXIST GROUNDBOX

EXIST SAN SEWER MH

& TO BE CLEANED

TO REMAIN

SIDEWALK

EXIST 5' WIDE

(REF. C3.11 PAVEMENT MARKING DETAILS)

PROP STRIPING

28.19' RT

STA 50+63.24

END PROP STRIPING

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

PROP TYPE 7 RAMP

RECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

CROWN CASTLE FOC-1

AT&T BT-1

AT&T FOC-109

AT&T FOC-108

AT&T FOC-108

MCI FOC-2

AT&T BT-1

M

S

T M

24" STM

30" STM

M

8" WATER PER GIMS

(APPROX. LOCATION)

(APPROX. LOCATION)

6" SAN. PER GIMS

(APPROX. LOCATION)

6" SAN. PER GIMS

CPE 2" PE

CPE 2" PE

10" STL.

EASTON ENERGY

EASTON ENERGY 10" STL.

60+00

CROWN CASTLE FOC-1

CROWN CASTLE FOC-1

MCI FOC-2

A T

AT&T BT-1

AT&T BT-1

AT&T FOC-108

AT&T FOC-108

AT&T BT-119

AT&T BT-119

A T

C

C

A T

MCI FOC-2

C T

V

C O

M C

A

M

36" STM36" STM

M

36" STM

8" WATER PER GIMS

(APPROX. LOCATION)

T E

R

C

CPE 2" PE

GRADE BREAK

LANDSCAPE

LANDSCAPE

8' WOOD FENCE

GRADE BREAK

CONC. DRIVE

C O

N C

D R

IV

E

WOOD GATE

C O

N C

D R

IV

E

C O

N C

D R

IV

E

55+00

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

DATE: 5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

25'B.L.

SCALE:1"=10'-0"

CURB

PROP

DRIVEWAY

PROP

R=10'

CURB

EXIST

REMOVE

EXIST CURB

TIE TOEXIST CURB

TIE TO

DETAIL C

20.00'

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

M A

T

A

M A

T

A

M A

T

A

NORMANDY PLAN (6 OF 7)

1"=20'-0"

NORMANDY STREET [ NORMANDY STREET

[ NORMANDY STREET

NORMANDY STREET

C2.6

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLET

EXIST INLETEXIST INLET

EXIST INLET

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

A

A

A

A

A

A

A

A1

EXIST OH LINE

TO BE AVOIDED

EXIST CONC PAD

TO BE REAPAIRED

EXIST INLET

EXIST MH TO BE ADJUSTED

(REF. C3.12 CROSSWALK DETAILS)

PER HCED STANDARDS

AND STOP BAR. (TYP)

PROP CONTINENTAL CROSSWALK STRIPING

(REF. 3.6 CONC PAVEMENT DETAILS)

CONCRETE PAVEMENT REPAIR

FULL DEPTH 72 SQ.FT

T

DRIVEWAY/SIDEWALK CROSS SLOPE

TRANSITION FROM PROP 2% TO EXISTING

T T T T

TT

EXIST STM SEWER MH TO BE AVOIDED

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

EXIST STM SEWER MH TO BE ADJUSTED

CLEARED AS NECESSARY

EXIST BRUSH TO BE

CLEARED AS NECESSARY

EXIST BRUSH TO BE

CLEARED AS NECESSARY

EXIST BRUSH TO BE

EXIST STM SEWER MH TO BE AVOIDED

EXIST STOP SIGN TO BE RELOCATED

TO BE RELOCATED

EXIST TRAFFIC SIGN

TO BE RELOCATED

EXIST TRAFFIC SIGN

SIGN TO REMAIN

EXIST SPEED LIMIT

EXIST PEDESTRIAN SIGN TO BE RELOCATED

SIDEWALK

4 •" THICK

PROP 4' WIDE

SIDEWALK

4 •" THICK

PROP 4' WIDE

SIDEWALK

4 •" THICK

PROP 4' WIDE

SIDEWALK

4 •" THICK

PROP 4' WIDE

EXIST STM SEWER MH

6'

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

REF. DETAIL C

PROP. TALL CURB

TO BE REMOVED

EXIST CONC PAD

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

04/

BY: AHMED VALDEZ DATE: 03/18/22

DISCREPANCIES WITH MAY BE INCORPORATED

HEREIN AS A RESULT.

AKV CONSULTANTS, LLC

RECORD DRAWING

THESE RECORD DRAWINGS HAVE BEEN

PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. THE ENGINEER HAS NOT VERIFIED

THE ACCURACY OF THIS INFORMATION AND

SHALL NOT BE RESPONSIBLE FOR ANY

DATE: 05/08/2023

M C I

F O

C

M C I

F O

C

AT&T FOC-110

FOC-5

CASTLE

CROWN

AT&T BT-122

MCI DUCT-101

AT&T FOC-109

AT&T BT-1

FOC-6

CROWN CASTLE

MCI FOC-2

R

8" WATER PER GIMS

(APPROX. LOCATION)

(APPROX. LOCATION)

WATER PER GIMS

CPE-2" PE

PIPELINE (ABOVE GROUND)

EASTON ENERGY 10" STL.

C P

E

L

A S

P H

W A

L K

H

IG

N K

T O

E

F L

IN

E

T O

E H

N K

3.5' IRON FENCE

W O

N C

E

FENCE

CHAIN LINK A

S P

H

W A

L K

H

N K

H

N K

F L

E

T O

E T O

E

4" PIPE 1' HIGH

65+00

P O

T

2%

EXIST ROAD

SCALE:NTS

VARIES

2' MIN 2' MIN

R O

W

E X I

S T

TYPICAL SECTION A-A

4•" SIDEWALK

DRAWN BY:

CK'D BY: SCALE:

DATE:

P.E. SERIAL No.

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

FOR INTERIM REVIEW ONLY

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

SHEET DESCRIPTION:

SHEET NO:

BG

AV

Z

C A

D D

S h e e t s

P la n s

N o r m a n d y

P la n

.d g n

DATE: 5/8/2023

5/8/2023

PROJECT_TITLE-LINE1

SIDEWALK - NORMANDY STREET

FROM WOODFOREST BLVD. TO WALLISVILLE ROAD

R E

S

ID

U E O

F B J S

A R

G E

N T

H .C .C .F

N O E O .P .R .R .P .H .C

V O

L P

G H .C .M .R

P

IN

E T

R A

IL

S S

E C

T

IO

N N

L

O C

K

'B .L

J

E R

U

R V

S T

R A

GENERAL NOTES:

REF. SIDEWALK DETAILS SHEET: )

(SEE SHEET NOTE 3 FOR ADA GRADING DETAILS.

BE BASED ON CURRENT DRAINAGE CONDITIONS.

SIDEWALK TRANSITION BETWEEN TYP SEC A TO

SECTIONS (A) FOR SIDEWALK SLOPE DIRECTION.

SIDEWALK TO SLOPE TOWARDS ROAD. REFER TO TYP

M A

T

A

NORMANDY STREET

[ NORMANDY STREET

NORMANDY PLAN (7 OF 7)

1"=20'-0"

W A

L L I

S V I

L

A D

C2.7

STA 64+08.93

END PROJECT

EXIST ROW

EXIST ROW

SIDEWALK

4•" THICK

PROP 4' WIDE1

SIDEWALK

4•" THICK

PROP 4' WIDE1

EXIST TRAFFIC POLE

E X I

W

EXIST OH LINE

EXIST POWER POLE

EXIST POWER POLE

A

A

A

A

UTILITIES.

GRADES PRIOR TO PLACEMENT OF PAVEMENT OR

DISCREPANCIES ARE FOUND IN THE EXISTING PROPOSED

AREAS, AND SHALL NOTIFY ENGINEER IF ANY GRADING

DRAINAGE FROM BUILDINGS AND NO PONDING IN PAVED

CONTRACTOR SHALL ENSURE THERE IS POSITIVE 6.

ADJUSTED TO PROPOSED GRADE AS APPLICABLE.

ALL EXISTING APPURTENANCES ON THE SITE SHALL BE 5.

DIRECTION.

SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY

THE ACCESSIBLE PARKING AND PASSENGER LOADING AREA4.

EXCEED 2% CROSS SLOPE (1:50).

SLOPE OF 5% (1:20)WITHOUT A RAMP, AND SHALL NOT

DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING3.

PAVEMENT.

SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY

IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR

STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.

APPLICABLE AMERICANS WITH DISABILITIES ACT

DRIVEWAY CROSSWALKS,SHALL CONFORM TO ALL

ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING 2.

OTHERWISE NOTED.

1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

CLEARED AS NECESSARY

EXIST BRUSH TO BE

TO BE RELOCATED

EXIST METRO SIGN

EXIST SIGN TO BE RELOCATED

STA 64+08.93

END SIDEWALK

STA 65+34.41

END SIDEWALK

(REF C3.8 SIDEWALK DETAILS)

PROVIDE PASSING SPACE AT A MAXIMUM EVERY 200'

NO. REVISIONS DATE NAME

1 AVRECORD DRAWINGS 5/8/2023

P.E. SERIAL No.

FOR INTERIM REVIEW ONLY

BIDDING, OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

DOCUMENT INCOMPLETE:

5/8/2023

05/08/2023 P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONS

DOCUMENT INCOMPL

DATE: 4/26/2023

P.E. SERIAL No.

FOR INTERIM REVIEW

BIDDING, OR PERMIT PU

NOT INTENDED FOR CONST

DOCUMENT INCOMPL

4/26/2023

EN

N ESCIEF

N

S A

NOIS EL

E G

I

X

AHMED K. VALDEZ

FTE

AT

EO

ST

DLO

R

P 110365

A S

E R

03/22/2023

04/

BY: AHMED VALDEZ DATE: 03/18/22

DISCREPANCIES WITH MAY BE INCORPORATED

HEREIN AS A RESULT.

AKV CONSULTANTS, LLC

RECORD DRAWING

THESE RECORD DRAWINGS HAVE BEEN

PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. THE ENGINEER HAS NOT VERIFIED

THE ACCURACY OF THIS INFORMATION AND

SHALL NOT BE RESPONSIBLE FOR ANY

DATE: 05/08/2023

Zora.Zaharieva Stamp

Andrea.Auguillard Darrell Stamp 3

JOHN.DUPUY

Length Measurement 40'-0"

JOHN.DUPUY

Length Measurement 40'-0"

JOHN.DUPUY

1'-7"

JOHN.DUPUY

JOHN.DUPUY

Length Measurement 40'-0"

JOHN.DUPUY

3'-3"

JOHN.DUPUY