8-Drawings.pdf

Affiliated Engineers, Inc.

20 Greenway Plaza, Suite 410 Houston, Texas 77046 Tel 713.548.8900 Fax 713.548.8901

Affiliated Engineers

Texas Registered Engineering Firm F-8301

Sheet No.

AEI Project No.

Date Drawn By

Sheet Title

Project

Revisions

Scale

MEP

27198-00

AS NOTED

BEN TAUB

UNDERGROUND PIPE

REPLACEMENT

12/03/2025

Issue

100% CONSTRUCTION

DOCUMENTS

12/03/2025

TRUE

NORTH

PLAN

NORTHKEY PLAN

1504 Ben Taub Loop Houston, TX 77030

109860

DANIEL E. FALKENSTINE

Walter P. Moore and Associates, Inc.

TBPE Firm Registration No. 1856

GENERAL NOTES

C0.0

GENERAL NOTES

1. BOUNDARY AND TOPOGRAPHIC INFORMATION OBTAINED FROM A SURVEY BY

C.L. DAVIS, DATED 05-16-2022.

2. THE PLANS AND SURVEYS UPON WHICH THEY ARE BASED ARE TIED INTO THE

OFFICIAL CITY OF HOUSTON SURVEY SYSTEM IN COMPLIANCE WITH ORDINANCE

NO. 69-1978.

3. NO GEOTECHNICAL INVESTIGATION WAS PERFORMED WITH THIS PROJECT

4. CONTRACTOR IS RESPONSIBLE FOR HIS OWN HORIZONTAL AND VERTICAL

CONTROL, REFERENCE POINTS, AND CONSTRUCTION STAKING AS INCIDENTAL

TO THE PROJECT.

5. CONTRACTOR TO FIELD VERIFY ALL BOUNDARY AND TOPOGRAPHIC

INFORMATION PRIOR TO BEGINNING WORK.

6. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION BASED ON

AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY LOCATION OF ANY

EXISTING UTILITIES AND OTHER FACILITIES BEFORE COMMENCING WORK.

CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT OCCUR BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL

EXISTING FACILITIES. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY

DISCREPANCY IN FLOWLINES, LID AND GRATE ELEVATIONS PRIOR TO

CONSTRUCTION.

7. THE LENGTHS OF PROPOSED UNDERGROUND UTILITY LINES SHOWN ARE

APPROXIMATE ONLY. LENGTHS OF LINES MAY VARY DUE TO FIELD CONDITIONS

ENCOUNTERED AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE

ALL LABOR AND MATERIALS NECESSARY FOR UTILITY LINES TO SERVE THEIR

INTENDED PURPOSE AND SHALL BE RESPONSIBLE FOR THE REROUTING OF LINES

WHICH MAY CONFLICT WITH OTHER UTILITIES AND SITE FEATURES.

8. WATER METERS, UTILITY LINES AND APPURTENANCES, DRIVEWAYS, AND ALL

OTHER ITEMS TO BE LOCATED WITHIN THE STREET RIGHT-OF-WAY OR A PUBLIC

EASEMENT, ARE TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH CURRENT

GOVERNING CITY, COUNTY, AND STATE STANDARDS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY

BUILDING PERMITS AND FOR NOTIFICATION OF ALL AUTHORIZED INSPECTORS,

SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE OR PUBLIC UTILITIES

AFFECTED BY HIS OPERATIONS, PRIOR TO COMMENCEMENT OF WORK.

10. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL BY TELEPHONE AT 713-223-4567

OR 1-800-245-4545, LONE STAR ONE CALL AT 1-800-669-8344, AND CITY OF

HOUSTON PUBLIC WORKS CIVIL CONSTRUCTION SECTION BY TELEPHONE AT

832-395-2511, AT LEAST TWO FULL WORKING DAYS BEFORE STARTING WORK IN

ANY STREET RIGHT-OF-WAY OR PUBLIC EASEMENTS.

11. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL

BARRICADES, WARNING SIGNS, FLASHING LIGHTS, AND TRAFFIC CONTROL

DEVICES IN CONFORMANCE WITH PART VI OF THE “TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES”, (TEXAS M.U.T.C.D. MOST RECENT

EDITION AS REVISED) DURING CONSTRUCTION.

12. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND STATE OF

TEXAS LAW CONCERNING EXCAVATION, TRENCHING ,AND SHORING.

CONTRACTOR TO MAINTAIN TRENCH SAFETY SYSTEM IN ACCORDANCE WITH

O.S.H.A. STANDARDS, 29 CFR, PART 1926 SUBPART P, INCLUDING FINAL RULE

PUBLISHED IN THE FEDERAL REGISTER VOL. 54, NO 209., AND TEXAS

LEGISLATURE UNDER TEXAS HEALTH AND SAFETY CODE ANN., 756.021.

EXCAVATIONS OVER 4 FEET DEEP TO FOLLOW STATE OF TEXAS REQUIREMENTS

WITH REGARDS TO (BUT NOT LIMITED TO) ACCESS STAIRS, LADDERS, RAMPS

WITH NECESSARY BENCHING, AND SLOPING. EXCAVATIONS OVER 5 FEET DEEP

TO BE SHEETED AND PROTECTED (IN ACCORDANCE WITH THE “TRENCH SAFETY

DETAILS” CONTAINED IN THE PLANS) AS REQUIRED BY STATE LAW AND O.S.H.A.

ANY DEVIATION FROM THE METHOD SHOWN IN THE PLANS MUST BE DESIGNED

AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE

STATE OF TEXAS AND IN GOOD STANDING. SAID DESIGN MUST BE FORWARDED

TO THE ENGINEER AND IN HIS HANDS AT LEAST 48 HOURS BEFORE BEGINNING

EXCAVATION OPERATIONS. FAILURE TO COMPLY WITH THE REQUIREMENTS

HEREIN WILL CONSTITUTE AGREEMENT BY THE CONTRACTOR TO BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

HIS FAILURE TO COMPLY. ASSUME TYPE “C” SOIL.

13. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT

SYSTEMS OF SHRUBS, PLANTS, AND TREES ALONG THE AREA OF EXCAVATION.

REFER TO SPECIFICATIONS AND LANDSCAPE ARCHITECT DRAWINGS FOR

FURTHER INSTRUCTIONS ON TREE PROTECTION.

14. IF THE CONSTRUCTION DOES NOT BEGIN WITHIN A YEAR AFTER THE PLANS

HAVE BEEN SIGNED, NEW SIGNATURES MUST BE OBTAINED AND LETTERS OF

AVAILABILITY MUST BE UPDATED.

15. CONTRACTOR SHALL PREPARE A SET OF “AS-BUILT” DRAWINGS SHOWING ANY

FIELD CHANGES MADE TO THE APPROVED ENGINEERING PLANS AND SUBMIT TO

THE DESIGN CONSULTANT FOR SUBMISSION TO CITY ENGINEER.

16. CONSTRUCT WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM

DRAINAGE, AND STREET PAVING IN ACCORDANCE WITH THE LATEST EDITION OF

THE PUBLICATIONS STANDARD CONSTRUCTION SPECIFICATIONS FOR

WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND

STREET PAVING PUBLISHED BY THE CITY OF HOUSTON, HOUSTON PUBLIC

WORKS.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER,

WASTEWATER, STORM WATER LINES, AND TRAFFIC CONTROL DEVICES.

DAMAGE SHALL BE REPAIRED IN ACCORDANCE WITH THE CITY OF HOUSTON,

HOUSTON PUBLIC WORKS'S STANDARD CONSTRUCTION SPECIFICATIONS FOR

WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND

STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER

COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING,

REFERENCED ABOVE, AT NO ADDITIONAL COST.

18. CONTRACTOR SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, HOUSTON

PUBLIC WORKS AT 832-394-9098, OR VIA FAX AT 832-395-4424, FOR INSPECTION

AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

GENERAL GRADING NOTES

1. PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL OBTAIN ANY

APPLICABLE GRADING AND OTHER ASSOCIATED PERMITS.

2. ALL GRADING SHALL CONFORM TO THESE CONSTRUCTION DOCUMENTS, ANY

CONSTRUCTION RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL

ENGINEER, THE CONDITIONS OF THE APPROVAL, AND THE PERMIT CONDITIONS.

3. THE PROJECT GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION AND

TESTING DURING GRADING OPERATIONS IN THE FIELD. SOIL TESTS SHALL BE

CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.

4. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, INCLUDING

ROOTS AND ROOT STRUCTURES, AND OTHER UNSUITABLE MATERIAL FOR FILL,

THEN SCARIFIED TO A DEPTH OF 6 INCHES PRIOR TO PLACING ANY FILL. ALL

UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND

TRANSPORTED TO A SUITABLE DISPOSAL AREA PRIOR TO PLACING ANY FILL

MATERIAL. THE AREA SHALL BE INSPECTED BY THE PUBLIC WORKS INSPECTOR

(ALLOW 48-HOUR MINIMUM ADVANCED NOTICE). DISPOSAL MUST BE IN

ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES AT NO

ADDITIONAL COST TO THE OWNER.

5. AREAS WITH EXISTING SLOPES WHICH ARE TO RECEIVE FILL MATERIAL SHALL BE

KEYED AND BENCHED. THE DESIGN AND INSTALLATION OF THE KEYWAY SHALL

BE PER THE DETAILS PROVIDED IN THESE PLANS, AS MODIFIED BY THE

GEOTECHNICAL ENGINEER.

6. FILL MATERIAL SHALL BE PLACED IN LIFTS PER THE SPECIFICATIONS AND

GEOTECHNICAL REPORT. ANY DISCREPANCY BETWEEN THE SPECIFICATIONS AND

GEOTECHNICAL REPORT MUST BE BROUGHT TO THE ENGINEER'S ATTENTION

PRIOR TO START OF CONSTRUCTION.

7. ALL AREAS RECEIVING FILL SHALL BE STABILIZED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

8. ALL TREES TO REMAIN ON SITE SHALL BE PROTECTED FROM DAMAGE BY

TEMPORARY FENCING AROUND THE DRIP LINE DURING GRADING OPERATION.

REFER TO LANDSCAPE ARCHITECT DRAWINGS AND SPECIFICATIONS FOR TREE

PROTECTION REQUIREMENTS.

9. PRIOR TO PLACEMENT OF COMPACTED FILL, LOOSE SOILS SHALL BE

COMPLETELY REMOVED DOWN TO COMPETENT MATERIAL AS APPROVED BY

THE GEOTECHNICAL ENGINEER. OVER-EXCAVATION AND RECOMPACTION

ACTIVITIES SHALL BE COORDINATED WITH THE GEOTECHNICAL ENGINEER.

10. ALL GEOTECHNICAL EXPLORATORY TRENCHES, BORINGS, OR OTHER

SUBSURFACE EXCAVATIONS LOCATED WITHIN THE BUILDING ENVELOPE, SHALL

BE LOCATED AND PROPERLY BACKFILLED WITH FILL MATERIAL HOMOGENEOUS

TO THE SURROUNDING SOIL.

11. STONES LARGER THAN 6 INCHES IN DIAMETER SHALL NOT BE PLACED IN THE

FILL. STONES LESS THAN 6 INCHES IN DIAMETER SHALL BE THOROUGHLY MIXED

WITH THE SOIL IN SUCH A MANNER THAT NO VOIDS ARE CREATED IN THE FILL.

STONES LARGER THAN 3 INCHES IN DIAMETER SHALL NOT BE PLACED IN THE

UPPER THREE FEET OF FILL.

12. EARTH MOVING AND WORKING OPERATION SHALL BE CONTROLLED TO

PREVENT WATER FROM RUNNING INTO THE EXCAVATED AREAS. EXCESS WATER

SHALL BE PROMPTLY REMOVED AND THE SITE KEPT DRY. FILL MATERIAL SHALL

NOT BE PLACED, SPREAD, OR ROLLED DURING UNFAVORABLE WEATHER

CONDITIONS. WHEN THE WORK IS INTERRUPTED BY HEAVY RAIN, FILL

OPERATIONS SHALL NOT RESUME UNTIL FIELD TEST BY THE SOIL ENGINEER

INDICATES THAT THE MOISTURE CONTENT AND DENSITY OF THE FILL ARE ABLE

TO BE PLACED AND MEET THE REQUIRED COMPACTION.

13. FILL MATERIAL SHALL NOT BE PLACED IF NOT WITHIN PROPER MOISTURE

REQUIREMENTS PER THE SPECIFICATIONS.

14. IMPORT OR ON-SITE SOILS USED IN FILL OPERATION SHALL BE FREE FROM

ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS.

15. FINAL GRADES AS SHOWN ON THE PLANS ARE FINAL ELEVATIONS REGARDLESS

OF SURFACE MATERIALS (SOD, MULCH, PAVEMENT, SIDEWALK, LANDSCAPING,

SOFTSCAPE, HARDSCAPE, ETC.). ENSURE ROUGH AND FINE GRADING

OPERATIONS TO ACCOUNT FOR SURFACE MATERIAL THICKNESS.

SANITARY SEWER CONSTRUCTION NOTES (GRAVITY)

1. CONTRACTOR SHALL PROVIDE SHEETING, SHORING, AND BRACING AS

NECESSARY IN COMPLIANCE WITH O.S.H.A. REGULATIONS AND STATE OF TEXAS

LAW CONCERNING EXCAVATION, TRENCHING, AND SHORING TO PROTECT

WORKMEN AND EXISTING UTILITIES DURING ALL PHASES OF CONSTRUCTION.

2. WHERE MANHOLES ARE LOCATED WITHIN HARDSCAPE OR PAVEMENT AREAS,

CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH TOP OF PAVEMENT

ELEVATIONS. WITHIN LANDSCAPED OR SOFTSCAPE AREAS, SET MANHOLE RIMS

THREE (3) INCHES (MIN.) TO SIX (6) INCHES (MAX.) ABOVE FINISHED GRADE.

ADD SLOPED FILL AROUND MANHOLE RIMS, SLOPED AWAY AND DOWN FROM

MANHOLE RIMS.

3. WHEREVER NEW SANITARY SEWER LINES PARALLEL WATER LINES WITH LESS

THAN NINE (9) FEET OF HORIZONTAL SEPARATION, THE SANITARY LINE SHALL BE

CONSTRUCTED OF DUCTILE IRON PIPE (DIP) OR PVC PIPE PRESSURE RATED TO

150 PSI (PIPE AND JOINTS), CONSTRUCTED WITH NO LESS THAN FOUR (4) FEET

HORIZONTAL SEPARATION, WITH TWO (2) FEET OF VERTICAL SEPARATION

BETWEEN OUTSIDE DIAMETER OF THE WASTEWATER AND WATER LINES. IN NO

WAY SHALL THE WASTEWATER LINE RUN ABOVE THE WATERLINE.

4. WHEREVER NEW SANITARY LINES CROSS WATERLINES WITH LESS THAN TWO (2)

FEET OF VERTICAL SEPARATION, SANITARY LINES SHALL BE CONSTRUCTED OF

DUCTILE IRON OR PVC PRESSURE RATED TO 150 PSI (PIPE AND JOINTS).

SANITARY LINE MUST CROSS UNDER WATERLINE WITH NO LESS THAN SIX (6)

INCHES OF VERTICAL CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPES.

5. CONTRACTOR TO ALLOW A MINIMUM OF ONE (1) FOOT VERTICAL CLEARANCE

BETWEEN PROPOSED SANITARY SEWER LINE AND OTHER EXISTING OR

PROPOSED UTILITIES WITH THE EXCEPTION OF WATERLINES AS STATED IN NOTE

ABOVE.

6. IN EVERY CASE WHERE TRENCHES HAVE BEEN EXCAVATED BELOW THE

SPECIFIED DEPTH FOR REQUIRED BEDDING, THE PIPE'S BEDDING SHALL START

AT THE BOTTOM OF SAID EXCAVATION.

7. SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO

ASTM D3034, ASTM F 679 SDR35/PS 115 OR PS 46, C900 DR 18 OR DUCTILE IRON

PIPE (DIP) CONFORMING TO ANSI A21.51 THICKNESS CLASS 52 EXCEPT AS

OTHERWISE NOTED ON THE PLANS. DUCTILE IRON PIPE (DIP) SHALL BE

MINIMUM THICKNESS CLASS 52. THE PRESSURE RATING FOR BOTH THE PIPE

AND THE JOINTS SHALL BE 150 PSI OR GREATER.

8. SANITARY LINE'S PROPOSED ROAD BORE CONNECTION WORK IS NOT TO BE

ACCEPTED UNTIL THE ON-SITE PRIVATE SANITARY SEWER MANHOLE IS BUILT.

SAID PRIVATE ON-SITE MANHOLE ALSO REQUIRES AN ON-SITE PLUMBING

PERMIT FOR ITS CONSTRUCTION.

12 ALL NON-PUBLIC ON-SITE WASTEWATER PLUMBING WORK IS SUBJECT TO CODE

ENFORCEMENT'S REVIEW, REQUIREMENTS, PERMITTING, INSPECTION, AND

APPROVAL, IN THE APPROPRIATE ORDER.

13. CONTRACTOR TO VERITY ELEVATIONS OF EXISTING GRAVITY SEWER LINES

SHOWN ON DRAWINGS PRIOR TO START OF CONSTRUCTION OR PURCHASE OF

MATERIALS. DISCREPANCIES BETWEEN SURVEY INFORMATION OF EXISTING

SEWER LINES AND WHAT IS FOUND IN THE FIELD MUST BE BROUGHT TO

ENGINEER'S ATTENTION FOR POSSIBLE REDESIGN.

14. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL “POINTS OF

CROSSING” TO DETERMINE IF CONFLICT EXISTS BEFORE COMMENCING ANY

CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT FOR

POSSIBLE REDESIGN.

15. CONTRACTOR SHALL CONSTRUCT ALL GRAVITY SEWER LINES STARTING AT THE

OUTFALL POINT OR AT THE ULTIMATE POINT OF CONNECTION TO THE

SERVICING LINE AND THEN CONTINUE CONSTRUCTING UPSTREAM.

16. LENGTHS OF SANITARY SEWER PIPE IN PROFILES ARE BASED ON STRAIGHT

CENTER LINE SEWER LINE LENGTHS BETWEEN MANHOLE'S VERTICAL CENTER

LINES. FLOWLINE ELEVATIONS ARE BASED ON CENTER LINE LENGTHS BETWEEN

MANHOLES' VERTICAL CENTER LINES.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND

RESTORING ALL AFFECTED DRAINAGE SYSTEMS.

EROSION CONTROL PLAN CONSTRUCTION NOTES

1. CONTRACTOR TO FURNISH SWPPP PER TCEQ REQUIREMENTS. THE EROSION

CONTROL PLAN AS CONTAINED IN THE DRAWING SET CAN BE USED IN THE

STORM WATER POLLUTION PREVENTION PLAN.

2. CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVISES, REINFORCED

FILTER FABRIC BARRIER, STABILIZED CONSTRUCTION ENTRANCES AND OTHER

STORM WATER POLLUTION PREVENTION MEASURES AT LOCATIONS SHOWN ON

THE PLAN(S) TO KEEP SILT AND/OR EXCAVATED MATERIALS FROM ENTERING

THE STORM WATER INLETS AND DITCHES, EVENTUALLY POLLUTING THE

RECEIVING STORM SYSTEM. NO HAY BALES WILL BE ALLOWED.

3. DURING THE EXCAVATION/FILL PHASE OF THE PROJECT, CONTRACTOR SHALL

SCHEDULE THE WORK IN APPROPRIATE SEGMENTS SO THAT EXCESS MATERIAL

CAN BE QUICKLY HAULED AWAY PREVENTING IT FROM STAYING UNCOLLECTED

ON THE EXISTING PAVEMENT. ANY LOOSE EXCAVATED MATERIAL WHICH FALLS

ON PAVEMENT OR DRIVEWAYS SHALL BE REMOVED APPROPRIATELY.

4. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND

DRIVEWAYS DAILY AND ADDITIONALLY AS NECESSARY TO REMOVE EXCESS

MUD, SOIL, SILT OR ROCK TRACKED FROM THE EXCAVATED AREA.

5. CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING THE

CONSTRUCTION OF THE PROJECT, ALWAYS CLEANING UP DIRT AND LOOSE

MATERIAL AS CONSTRUCTION PROGRESSES.

6. CONTRACTOR TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST

ONCE EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A

STORM EVENT OF 0.5 INCHES OR GREATER.

A. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN

FINALLY STABILIZED

B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO

PRECIPITATION

C. STRUCTURAL CONTROL MEASURES

D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE

7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING DITCHES

AND/OR CULVERTS FOR UNOBSTRUCTED DRAINAGE AT ALL TIMES. WHERE

SODDING IS DISTURBED BY EXCAVATION ON BACKFILLING OPERATIONS, SUCH

AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES STEEPER THAN

4:1 SHALL BE REPLACED BY BLOCK SODDING. SLOPES STEEPER THAN 3:1 SHALL

BE STABILIZED WITH PLANT MATERIALS NOT REQUIRING MOWING FOR

MAINTENANCE AND/OR GEOTEXTILE FABRICS AS REQUIRED IN THE PLANS AND

SPECIFICATIONS.

CAUTION: UNDERGROUND GAS FACILITIES

THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT

1-800-545-6005 OR 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO

HAVE MAIN AND SERVICE LINES FIELD LOCATED.

· WHEN CENTERPOINT ENERGY PIPELINE MARKINGS ARE NOT VISIBLE, CALL

(713) 207-5463 OR (713) 945-8037 (7:00 A.M. to 4:30 P.M.) FOR STATUS OF LINE

LOCATION REQUEST BEFORE EXCAVATION BEGINS.

· WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED

LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE

ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES.

· WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT

MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE

PIPING.

· FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-2111 OR (713)

207-4200.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS

FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.

WARNING: OVERHEAD ELECTRICAL LINES

OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD

LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE LINES ARE CLEARLY

VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY

CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE FORBIDS

ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE LINES,

SPECIFICALLY:

· ANY ACTIVITY WHERE PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF

LIVE OVERHEAD HIGH VOLTAGE LINES; AND

· OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER,

HOISTING EQUIPMENT, OR SIMILAR APPARATUS WITHIN 10 FEET OF LIVE

OVERHEAD HIGH VOLTAGE LINES.

PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY

RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW.

THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES

TO BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT 713-207-2222.

ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE OR EASEMENT PROPERTY

NO APPROVAL TO USE, CROSS, OR OCCUPY CENTERPOINT FEE OR EASEMENT

PROPERTY IS GIVEN. IF YOU NEED TO USE CENTERPOINT PROPERTY, PLEASE

CONTACT OUR SURVEYING & RIGHT OF WAY DIVISION AT 713-207-6348 OR

713-207-5769.

WARNING: UNDERGROUND ELECTRICAL UTILITIES

THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT

1-800-545-6005 OR 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO

HAVE MAIN AND SERVICE LINES FIELD LOCATED.

· ALL INFORMATION CONCERNING TYPE AND LOCATION OF UNDERGROUND

UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE

CONTRACTORS ARE RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION

AS TO TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE

NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL VERIFY

LOCATION OF UNDERGROUND PIPELINES, CONDUITS, AND STRUCTURES BY

CONTACTING OWNERS OF UNDERGROUND UTILITIES OR BY EXCAVATING IN

ADVANCE OF CONSTRUCTION.

· THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION

OF ALL UTILITIES WHEN AND WHERE THE FALL IN THE PATH OF

CONSTRUCTION.

· THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING THE UTILITY

COORDINATING COMMITTEE AT (713) 223-4567, AND TEXAS ONE CALL AT

1-800-245-4545, FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION.

· THE LOCATION OF ANY CENTERPOINT ENERGY UTILITIES ARE SHOWN IN AN

APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND

UTILITIES.

· ALL PROPOSED FACILITIES SHALL MAINTAIN TWELVE INCHES (12") CLEAR FROM

ALL EXISTING UTILITIES.

WARNING: AT&T TEXAS/SWBT FACILITIES

1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN

APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE

FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO

EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES.

2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48

HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD

LOCATED.

3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED

LOCATION OF AT&T TEXAS/ SWBT FACILITIES, ALL EXCAVATIONS MUST BE

ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN

BORING, THE CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES.

4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL

PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES.

WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE

THE POLE FOR SUPPORT.

5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT

FACILITIES OR BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT

MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN

CONDUIT IN THE AREA.

6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER, KEVIN

RAY, AT (713) 614-1983 OR EMAIL HIM AT kr7896@att.com IF CABLE LOCATE

REQUESTS ARE NOT COMPLETED FOR OUR AT&T TEXAS/SWBT FACILITIES.

12/03/2025

EASEMENT No. 1

10' WATER MAIN EASEMENT

(VOL. 1952, PG. 79 H.C.D.R.)

4A

TC43.30

TC41.66

G42.80

G41.18

43.73

43.87

41.7441.54

SS

C/O

METAL

SIGN

12"STM

"S

TM

18"STM.(P.P.)

18"SAN 18"SAN

18"SAN

CM

CM

CM

CM

CM

CM

CM

TC40.94

G40.44 41.09

(2)IRV

COV'D CONC

20"O

19"O

ENTRY ELEVATION

43.95

6.

8'

.3

25.4'

MULTI STORY

BRICK BLDG

BEN TAUB

CONC

.5

GRATE INLET

TOP 40.16

4"(NE)39.51

SS

W W W W W W

(SEE NOTE A)

4"STM

6"STM

CALLED 11.4361 ACRES

UNDIVIDED ONE-HALF INTEREST

CITY OF HOUSTON

TO

HARRIS COUNTY HOSPITAL DISTRICT

(C-348902 057-31-1488)

12-31-1965

CALLED 11.4361 ACRES

UNDIVIDED ONE-HALF INTEREST

HARRIS COUNTY, TEXAS

TO

HARRIS COUNTY HOSPITAL DISTRICT

(C-348906 057-32-0052)

05-30-1966

RESIDUE

G.H. HERMANN

TO

CITY OF HOUSTON

(VOL. 327, PG. 146 H.C.D.R.)

05-30-1914

15"SAN

"S

TM

24.96

24.98

BASEMENT

FLOOR ELEV.

24.96

BASEMENT

FLOOR ELEV.

BASEMENT

FLOOR ELEV.

44.00

ENTRY ELEV.

BASEMENT WALL

(3)BOL

BA

SE

M

EN

T W

AL

L

STAIR

WELL

2020-16

2020-17

2020-18

2020-19

CONC

2020-20

2020-21

15"

2020-25

EB

STORAGE/OFFICE

HA

LL

W

AY

KITCHEN

LO

CK

ER

R

O O

M

BA

TH

RO

O

M /S

TO

RA

GE

HA

LL

W

AY

HALLWAY

WALK IN FREEZER

OFFICE/STORAGE

HALLWAY

HA

LL

W

AY

CM

COV'D CONC

BE

N

T

AU

B

LO

O P

CO

N

CR

ET

E

PA

VE

M

EN

T

W /C

U

RB

G

U

TT

ER

AREA WITHIN

CLOUD UPDATED

JANUARY 2021

40.9440.94 40.88

40.91 40.99

41.16

41.44

42.52

41.70

42.88

42.23

41.94

43.62

43.52

43.45 42.77

40.99

40.93

40.72 40.64 40.48

40.91 40.95

40.78 40.55

41.07

.8

43.32

G40.68

G40.38

G41.64

G41.48 G42.31

G42.64

G41.98 G42.26

G41.79

G42.09

G42.37

G42.23 G42.00

G41.61

G41.76

G41.62

G41.32

G39.54

40.87

40.71

40.77 41.19

41.54

43.21

40.73 40.90

40.94

40.94

42.65

43.43

43.45

40.80

40.72

40.88

40.89

40.94

40.84

40.87

40.92

40.86 40.98

41.00

41.00

40.90 41.07 40.99 41.01

40.99

40.9540.90

40.93

41.00

41.10

41.06 40.71

40.96

41.1941.13

40.73

40.79 40.85

41.41

TC41.15

TC40.86

TC40.80

TC42.41

TC42.04

TC41.85

TC41.94

TC42.74

TC43.14

TC42.48

TC42.60

TC42.88

TC42.30

TC42.88

TC42.78

TC42.51

TC42.13

TC41.86

TC41.91

TC42.29

TC42.15

X X

X

X

X X

X

XXX

X X

X X

X

X

X

X

X X X X X X

X X X X

X X

X

X X

X

(3)C/O

CHAIN LINK

CH

AI

N L

IN

K

FE

N

CE

CH

AI

N L

IN

K

FE

N

CE

LAY DOWN

YARD

CM

(3)TRUNK TR

CM

10",10",10"

PLANTER

EB

WV

FH

(2)BOL

SHRUB

SHRUB

BU

S

ST

O

P

BU

S

ST

O

P

AL

SN

C/O

CM

PLANTER

CM

PLANTER

PLANTER

GRASS

GRASS

GRASS

CONCRETE SIDEWALK

CONCRETE

CO

N

C

HE

DG

E

GRASS

GRASS

CONC

CO

N

CR

ET

E

CONCRETE

CONC

IRV

AIR

VENT

ELEC.

TRAN.

(2)EB

BREAKER

BOX

ELEC.

TRAN.

IRV

IRV

IRV

IRV

CM

(4)CM

CM

28"P

24"P

2"RSR

CO

N

CR

ET

E

SHRUB SHRUB

EB

AL

17"O

20"O

24"P

TSB

CHAIN LINK FENCE CHAIN LINK FENCE

X X

X

X X

X

GRASS

COL

COL

COLCOL

IRV

SHRUB

TENT ON

133-3 133-4

133-5

133-6

133-7

133-8

133-9

133-10

133-11

133-12

133-13

133-14

DETAIL NO. 133-1

FIELD NO. 4130

SANITARY MH

TOP MH 40.41

18"(SW)27.63

18"(NW)27.57

DETAIL No. 133-2 FIELD No. 4027

BB-INLET

TC 40.39

G 39.76

6"(SE)38.76

12"(NW)36.71

DETAIL No. 133-3 FIELD No. 4059

SANITARY MH

TOP MH 41.39

18"(E&W)27.84

15"(SE)28.88

15"(S)36.11

DETAIL No. 133-4 FIELD No. 4053

GRATE INLET

TOP 41.47

Note:UNABLE TO

DETAIL/COVERED WITH

DEBRIS

DETAIL No. 133-5 FIELD No. 4056

STORM MH

TOP MH 42.26

18"(SE)33.40

15"(SW)37.56

12"(NW)34.98

DETAIL No. 133-6 FIELD No. 4077

SANITARY MH

TOP MH 42.16

10"(SE)37.46

10"(NW)37.44

DETAIL No. 133-7 FIELD No. 4096

GREASE TRAP

TOP MH 43.46

BOT 12.71

DETAIL No. 133-8 FIELD No. 40.95

GREASE TRAP

TOP MH 43.47

BOT 12.72

DETAIL No. 133-9 FIELD No. 4094

GREASE TRAP

TOP MH 43.45

BOT 12.70

DETAIL No. 133-10 FIELD No. 4166

GREASE TRAP

TOP MH 43.53

BOT 12.78

DETAIL No. 133-11 FIELD No. 4175

STORM MH

TOP MH 41.99

48"(SE)34.27

12"(NW)36.36

DETAIL No. 133-12 FIELD No. 4183

SANITARY MH

TOP MH 42.17

18"(SE)27.33

18"(NW)27.39

DETAIL No. 133-13 FIELD No. 4182

STORM MH

TOP MH 41.93

4"(SE)39.31

18"(SE)33.79

6"(SW)39.11

18"(NW)33.79

4"(NW)37.47

DETAIL No. 133-14 FIELD No. 4242

GRATE INLET

TOP 41.22

Note:UNABLE TO

DETAIL/COVERED WITH

DEBRIS

DETAIL No. 133-15 FIELD No. 4291

BB-INLET

TC 40.05

G 39.12

18"(NE)36.22

DETAIL No. 133-16 FIELD No. 4321

STORM MH

TOP MH 42.82

24"(SE)33.74

15"(SW)38.65

24"(NW)33.72

DETAIL No. 133-17 FIELD No. 4345

GRATE INLET

TOP 40.59

6"(S)38.77

4"(NW)39.39

DETAIL No. 133-18 FIELD No. 4353

MANHOLE

TOP MH 43.66

BOT 39.66

Note:FULL OF WATER

DETAIL No. 133-20 FIELD No. 4489

STORM MH

TOP MH 42.46

8"(N)40.54

10"(NE)36.42

24"(E)34.18 36"(S)33.40

12"(SW)39.06

size?(NW)33.53 Note:UNABLE TO SEE (NW)

PIPE

DETAIL No. 133-21 FIELD No. 4575

BB-INLET

TC 41.08

G 40.20

24"(NW)35.46

DETAIL No. 133-22 FIELD No. 4499

BB-INLET

TC 41.26

G 40.41

24"(SE)35.28

24"(SW)35.12

DETAIL No. 133-23 FIELD No. 4472

SANITARY MH

TOP MH 42.39

18"(NE)28.04

18"(SW)28.04

10"(W)36.09 10"(W)29.47

DETAIL No. 133-24 FIELD No. 4465

SANITARY MH

TOP MH 41.32

18"(SE)26.94

18"(SW)27.96

18"(NW)26.96

24"STM(P.P.)

48"STM.12"STM.

WOOD DECK

18"SAN

6"

ST

M

4"STM.

10"SAN

10"SAN

W W W W W W W 12"W.L.(P.P.)

W W W W W W W W W W W

12"W.L.(APPROX. LOCATION PER PLAN)

DETAIL No. 133-19 FIELD No. 4519

SANITARY MH

TOP MH 40.63

8"(NE)33.43

8"(SW)33.33

Note:NOT IN USE/NO FLOW

COV'D

CONC

TEMPORARY

WOOD WALL

42.50

43.49

X X X X X

X

TEMPORARY

WOOD WALL

OPEN TO BASEMENT

ENTRY

*ELEV.

43.96

ENTRY

ELEV.

43.96

COVERED

CONCRETE

CONC WALL w/

WROUGHT IRON FENCE

BLDG. OVERHANG

COLCOL

CONC WALL w/

WROUGHT IRON FENCE

STAIRWELL

"A"

STAIRWELL

"B"

DETAIL No. 133-25 FIELD No. 4589

SANITARY MH

TOP MH 41.53

18"(SE)26.64

8"(SW)32.97

18"(NW)26.73

DETAIL No. 133-26 FIELD No. 4590

STORM MH

TOP MH 42.66

10"(N)37.83

30"(SE)33.44

size?(SW)37.75

24"(NW)33.41

6"(NW)39.18

182.7'

9.

9'

67.5'

.2

.5

15.2'WOOD DECK

TENT ON

WOOD DECK

BUILDING FACE/

BUILDING FACE/

FENCE

(2)BOL

PLANTER

4A

DETAIL No. 2020-20 FIELD No. 2196

GRATE INLET

TOP 43.56

4"VERT 40.26

DETAIL No. 2020-21 FIELD No. 2101

STORM MH

TOP MH 42.06

12"(NE)35.80

12"(SE)35.34

12"(W)36.04

12"(NW)37.83

DETAIL No. 2020-15 FIELD No. 2268

GRATE INLET

TOP 43.50

4"VERT 39.05

DETAIL No. 2020-16 FIELD No. 2270

GRATE INLET

TOP 43.58

4"VERT 39.15

DETAIL No. 2020-17 FIELD No. 2258

GRATE INLET

TOP 43.47

4"VERT 39.28

DETAIL No. 2020-18 FIELD No. 2257

GRATE INLET

TOP 43.49

4"VERT 39.38

DETAIL No. 2020-19 FIELD No. 2253

GRATE INLET

TOP 43.45

4"VERT 39.57

DETAIL No. 2020-7 FIELD No. 2252

GRATE INLET

TOP 43.44

6"(NE)39.55

4"(SE)39.57

DETAIL No. 2020-8 FIELD No. 2256

GRATE INLET

TOP 43.17

10"(NE)39.31

4"(SE)39.42

6"(SW)39.32

MULTI STORY

BRICK BLDG

BEN TAUB

STM MH(P.P.) STM MH(P.P.)

SAN MH(P.P.)

XXX

XXXXX

X X

X X X X

RFB

RFB

(TYP)

1 (TYP)

5 2

(TYP)

Affiliated Engineers, Inc.

20 Greenway Plaza, Suite 410 Houston, Texas 77046 Tel 713.548.8900 Fax 713.548.8901

Affiliated Engineers

Texas Registered Engineering Firm F-8301

Sheet No.

AEI Project No.

Date Drawn By

Sheet Title

Project

Revisions

Scale

MEP

27198-00

AS NOTED

BEN TAUB

UNDERGROUND PIPE

REPLACEMENT

12/03/2025

Issue

100% CONSTRUCTION

DOCUMENTS

12/03/2025

TRUE

NORTH

PLAN

NORTHKEY PLAN

1504 Ben Taub Loop Houston, TX 77030

109860

DANIEL E. FALKENSTINE

Walter P. Moore and Associates, Inc.

TBPE Firm Registration No. 1856

LEGEND

REINFORCED FILTER FABRIC BARRIER

INLET PROTECTION BARRIER

DROP INLET BASKET

STABILIZED CONSTRUCTION EXIT

PORTABLE SEDIMENT TANKST

SC

DIB

RFB

IPB

NOTES:

1. ALL AFFECTED INLETS SHALL BE PROTECTED BEFORE

CONSTRUCTION ACTIVITIES BEGIN.

2. SEDIMENT AND EROSION CONTROLS INCLUDING

NON-STORMWATER DISCHARGES SHALL BE AS PER

THE SPECIFICATIONS.

EROSION CONTROL NOTES

1. THIS PROJECT IS SUBJECT TO ENVIRONMENTAL PROTECTION

AGENCY (EPA) NATIONAL POLLUTION DISCHARGE ELIMINATIONAL

SYSTEM (NPDES) CONSTRUCTION STORM WATER DISCHARGE

REGULATIONS AND REQUIREMENTS. THE CONTRACTOR WILL BE

REQUIRED TO EXECUTE A NOTICE OF INTENT AND IMPLEMENT

THE POLLUTION PREVENTION PLAN INCLUDED IN THE CONTRACT

DOCUMENTS AND COMPLY WITH ALL REPORTING AND

INSPECTION REQUIREMENTS SET FORTH IN THE NPDES

REGULATIONS.

2. REINFORCED SILT FENCES AND INLET PROTECTION TO BE

PROVIDED DURING CONSTRUCTION OF THIS PROJECT, AND

REMOVED UPON CONSTRUCTION COMPLETION (SEE SPECS. AND

DETAILS).

3. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION EXIT PER

DETAIL AT ALL POINTS OF EGRESS DURING CONSTRUCTION.

4. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS

DISTURBED ARE TO BE HYDRO-MULCH SEEDED.

Key Notes:

PROTECT IN PLACE EXISTING UTILITY

CONTRACTOR TO PROTECT EXISTING PAVEMENT AND TO REPLACE

DAMAGED PAVEMENT TO ORIGINAL CONDITIONS

PROTECT IN PLACE EXISTING CURB

REMOVE AND REPLACE EXISTING UTILITY4

EXISTING GREASE TRAP TO BE PROTECTED IN PLACE. REFER TO

PLUMBING PLANS FOR RECONNECTION TO GREASE TRAP5

REMOVE AND REPLACE LANDSCAPING6

RE: PLUMBING DRAWINGS FOR RECONNECTION TO VENT7

CIVIL SITE DEMOLITION

AND SWPPP

C1.0

EASEMENT No. 1

10' WATER MAIN EASEMENT

(VOL. 1952, PG. 79 H.C.D.R.)

4A

TC43.30

TC41.66

G42.80

G41.18

43.73

43.87

41.7441.54

SS

C/O

METAL

SIGN

12"STM

"S

TM

18"STM.(P.P.)

18"SAN 18"SAN

18"SAN

CM

CM

CM

CM

CM

CM

CM

TC40.94

G40.44 41.09

(2)IRV

COV'D CONC

20"O

19"O

ENTRY ELEVATION

43.95

6.

8'

.3

25.4'

MULTI STORY

BRICK BLDG

BEN TAUB

CONC

.5

GRATE INLET

TOP 40.16

4"(NE)39.51

SS

W W W W W W

(SEE NOTE A)

4"STM

6"STM

CALLED 11.4361 ACRES

UNDIVIDED ONE-HALF INTEREST

CITY OF HOUSTON

TO

HARRIS COUNTY HOSPITAL DISTRICT

(C-348902 057-31-1488)

12-31-1965

CALLED 11.4361 ACRES

UNDIVIDED ONE-HALF INTEREST

HARRIS COUNTY, TEXAS

TO

HARRIS COUNTY HOSPITAL DISTRICT

(C-348906 057-32-0052)

05-30-1966

RESIDUE

G.H. HERMANN

TO

CITY OF HOUSTON

(VOL. 327, PG. 146 H.C.D.R.)

05-30-1914

15"SAN

"S

TM

24.96

24.98

BASEMENT

FLOOR ELEV.

24.96

BASEMENT

FLOOR ELEV.

BASEMENT

FLOOR ELEV.

44.00

ENTRY ELEV.

BASEMENT WALL

(3)BOL

BA

SE

M

EN

T W

AL

L

STAIR

WELL

2020-16

2020-17

2020-18

2020-19

CONC

2020-20

2020-21

15"

2020-25

EB

STORAGE/OFFICE

HA

LL

W

AY

KITCHEN

LO

CK

ER

R

O O

M

BA

TH

RO

O

M /S

TO

RA

GE

HA

LL

W

AY

HALLWAY

WALK IN FREEZER

OFFICE/STORAGE

HALLWAY

HA

LL

W

AY

CM

COV'D CONC

BE

N

T

AU

B

LO

O P

CO

N

CR

ET

E

PA

VE

M

EN

T

W /C

U

RB

G

U

TT

ER

AREA WITHIN

CLOUD UPDATED

JANUARY 2021

40.9440.94 40.88

40.91 40.99

41.16

41.44

42.52

41.70

42.88

42.23

41.94

43.62

43.52

43.45 42.77

40.99

40.93

40.72 40.64 40.48

40.91 40.95

40.78 40.55

41.07

.8

43.32

G40.68

G40.38

G41.64

G41.48 G42.31

G42.64

G41.98 G42.26

G41.79

G42.09

G42.37

G42.23 G42.00

G41.61

G41.76

G41.62

G41.32

G39.54

40.87

40.71

40.77 41.19

41.54

43.21

40.73 40.90

40.94

40.94

42.65

43.43

43.45

40.80

40.72

40.88

40.89

40.94

40.84

40.87

40.92

40.86 40.98

41.00

41.00

40.90 41.07 40.99 41.01

40.99

40.9540.90

40.93

41.00

41.10

41.06 40.71

40.96

41.1941.13

40.73

40.79 40.85

41.41

TC41.15

TC40.86

TC40.80

TC42.41

TC42.04

TC41.85

TC41.94

TC42.74

TC43.14

TC42.48

TC42.60

TC42.88

TC42.30

TC42.88

TC42.78

TC42.51

TC42.13

TC41.86

TC41.91

TC42.29

TC42.15

X X

X

X

X X

X

XXX

X X

X X

X

X

X

X

X X X X X X

X X X X

X X

X

X X

X

(3)C/O

CHAIN LINK

CH

AI

N L

IN

K

FE

N

CE

CH

AI

N L

IN

K

FE

N

CE

LAY DOWN

YARD

CM

(3)TRUNK TR

CM

10",10",10"

PLANTER

EB

WV

FH

(2)BOL

SHRUB

SHRUB

BU

S

ST

O

P

BU

S

ST

O

P

AL

SN

C/O

CM

PLANTER

CM

PLANTER

PLANTER

GRASS

GRASS

GRASS

CONCRETE SIDEWALK

CONCRETE

CO

N

C

HE

DG

E

GRASS

GRASS

CONC

CO

N

CR

ET

E

CONCRETE

CONC

IRV

AIR

VENT

ELEC.

TRAN.

(2)EB

BREAKER

BOX

ELEC.

TRAN.

IRV

IRV

IRV

IRV

CM

(4)CM

CM

28"P

24"P

2"RSR

CO

N

CR

ET

E

SHRUB SHRUB

EB

AL

17"O

20"O

24"P

TSB

CHAIN LINK FENCE CHAIN LINK FENCE

X X

X

X X

X

GRASS

COL

COL

COLCOL

IRV

SHRUB

TENT ON

133-3 133-4

133-5

133-6

133-7

133-8

133-9

133-10

133-11

133-12

133-13

133-14

DETAIL NO. 133-1

FIELD NO. 4130

SANITARY MH

TOP MH 40.41

18"(SW)27.63

18"(NW)27.57

DETAIL No. 133-2 FIELD No. 4027

BB-INLET

TC 40.39

G 39.76

6"(SE)38.76

12"(NW)36.71

DETAIL No. 133-3 FIELD No. 4059

SANITARY MH

TOP MH 41.39

18"(E&W)27.84

15"(SE)28.88

15"(S)36.11

DETAIL No. 133-4 FIELD No. 4053

GRATE INLET

TOP 41.47

Note:UNABLE TO

DETAIL/COVERED WITH

DEBRIS

DETAIL No. 133-5 FIELD No. 4056

STORM MH

TOP MH 42.26

18"(SE)33.40

15"(SW)37.56

12"(NW)34.98

DETAIL No. 133-6 FIELD No. 4077

SANITARY MH

TOP MH 42.16

10"(SE)37.46

10"(NW)37.44

DETAIL No. 133-7 FIELD No. 4096

GREASE TRAP

TOP MH 43.46

BOT 12.71

DETAIL No. 133-8 FIELD No. 40.95

GREASE TRAP

TOP MH 43.47

BOT 12.72

DETAIL No. 133-9 FIELD No. 4094

GREASE TRAP

TOP MH 43.45

BOT 12.70

DETAIL No. 133-10 FIELD No. 4166

GREASE TRAP

TOP MH 43.53

BOT 12.78

DETAIL No. 133-11 FIELD No. 4175

STORM MH

TOP MH 41.99

48"(SE)34.27

12"(NW)36.36

DETAIL No. 133-12 FIELD No. 4183

SANITARY MH

TOP MH 42.17

18"(SE)27.33

18"(NW)27.39

DETAIL No. 133-13 FIELD No. 4182

STORM MH

TOP MH 41.93

4"(SE)39.31

18"(SE)33.79

6"(SW)39.11

18"(NW)33.79

4"(NW)37.47

DETAIL No. 133-14 FIELD No. 4242

GRATE INLET

TOP 41.22

Note:UNABLE TO

DETAIL/COVERED WITH

DEBRIS

DETAIL No. 133-15 FIELD No. 4291

BB-INLET

TC 40.05

G 39.12

18"(NE)36.22

DETAIL No. 133-16 FIELD No. 4321

STORM MH

TOP MH 42.82

24"(SE)33.74

15"(SW)38.65

24"(NW)33.72

DETAIL No. 133-17 FIELD No. 4345

GRATE INLET

TOP 40.59

6"(S)38.77

4"(NW)39.39

DETAIL No. 133-18 FIELD No. 4353

MANHOLE

TOP MH 43.66

BOT 39.66

Note:FULL OF WATER

DETAIL No. 133-20 FIELD No. 4489

STORM MH

TOP MH 42.46

8"(N)40.54

10"(NE)36.42

24"(E)34.18 36"(S)33.40

12"(SW)39.06

size?(NW)33.53 Note:UNABLE TO SEE (NW)

PIPE

DETAIL No. 133-21 FIELD No. 4575

BB-INLET

TC 41.08

G 40.20

24"(NW)35.46

DETAIL No. 133-22 FIELD No. 4499

BB-INLET

TC 41.26

G 40.41

24"(SE)35.28

24"(SW)35.12

DETAIL No. 133-23 FIELD No. 4472

SANITARY MH

TOP MH 42.39

18"(NE)28.04

18"(SW)28.04

10"(W)36.09 10"(W)29.47

DETAIL No. 133-24 FIELD No. 4465

SANITARY MH

TOP MH 41.32

18"(SE)26.94

18"(SW)27.96

18"(NW)26.96

24"STM(P.P.)

48"STM.12"STM.

WOOD DECK

18"SAN

6"

ST

M

4"STM.

10"SAN

10"SAN

W W W W W W W 12"W.L.(P.P.)

W W W W W W W W W W W

12"W.L.(APPROX. LOCATION PER PLAN)

DETAIL No. 133-19 FIELD No. 4519

SANITARY MH

TOP MH 40.63

8"(NE)33.43

8"(SW)33.33

Note:NOT IN USE/NO FLOW

COV'D

CONC

TEMPORARY

WOOD WALL

42.50

43.49

X X X X X

X

TEMPORARY

WOOD WALL

OPEN TO BASEMENT

ENTRY

*ELEV.

43.96

ENTRY

ELEV.

43.96

COVERED

CONCRETE

CONC WALL w/

WROUGHT IRON FENCE

BLDG. OVERHANG

COLCOL

CONC WALL w/

WROUGHT IRON FENCE

STAIRWELL

"A"

STAIRWELL

"B"

DETAIL No. 133-25 FIELD No. 4589

SANITARY MH

TOP MH 41.53

18"(SE)26.64

8"(SW)32.97

18"(NW)26.73

DETAIL No. 133-26 FIELD No. 4590

STORM MH

TOP MH 42.66

10"(N)37.83

30"(SE)33.44

size?(SW)37.75

24"(NW)33.41

6"(NW)39.18

182.7'

9.

9'

67.5'

.2

.5

15.2'WOOD DECK

TENT ON

WOOD DECK

BUILDING FACE/

BUILDING FACE/

FENCE

(2)BOL

PLANTER

4A

DETAIL No. 2020-20 FIELD No. 2196

GRATE INLET

TOP 43.56

4"VERT 40.26

DETAIL No. 2020-21 FIELD No. 2101

STORM MH

TOP MH 42.06

12"(NE)35.80

12"(SE)35.34

12"(W)36.04

12"(NW)37.83

DETAIL No. 2020-15 FIELD No. 2268

GRATE INLET

TOP 43.50

4"VERT 39.05

DETAIL No. 2020-16 FIELD No. 2270

GRATE INLET

TOP 43.58

4"VERT 39.15

DETAIL No. 2020-17 FIELD No. 2258

GRATE INLET

TOP 43.47

4"VERT 39.28

DETAIL No. 2020-18 FIELD No. 2257

GRATE INLET

TOP 43.49

4"VERT 39.38

DETAIL No. 2020-19 FIELD No. 2253

GRATE INLET

TOP 43.45

4"VERT 39.57

DETAIL No. 2020-7 FIELD No. 2252

GRATE INLET

TOP 43.44

6"(NE)39.55

4"(SE)39.57

DETAIL No. 2020-8 FIELD No. 2256

GRATE INLET

TOP 43.17

10"(NE)39.31

4"(SE)39.42

6"(SW)39.32

MULTI STORY

BRICK BLDG

BEN TAUB

STM MH(P.P.) STM MH(P.P.)

SAN MH(P.P.)

SA

N

PROP 5LF~4" PVC

SAN SWR @ 2.00%

PROP 20LF~4" PVC

SAN SWR @ 2.00%

PROP 5LF~4" PVC

SAN SWR @ 2.00% 1

Affiliated Engineers, Inc.

20 Greenway Plaza, Suite 410 Houston, Texas 77046 Tel 713.548.8900 Fax 713.548.8901

Affiliated Engineers

Texas Registered Engineering Firm F-8301

Sheet No.

AEI Project No.

Date Drawn By

Sheet Title

Project

Revisions

Scale

MEP

27198-00

AS NOTED

BEN TAUB

UNDERGROUND PIPE

REPLACEMENT

12/03/2025

Issue

100% CONSTRUCTION

DOCUMENTS

12/03/2025

TRUE

NORTH

PLAN

NORTHKEY PLAN

1504 Ben Taub Loop Houston, TX 77030

109860

DANIEL E. FALKENSTINE

Walter P. Moore and Associates, Inc.

TBPE Firm Registration No. 1856

A. CONTRACTOR TO INSTALL CLAY PLUG FOR ALL UTILITIES

PENETRATING PROPOSED BUILDING WALL OR FOUNDATION

B. CONTRACTOR TO FIELD VERIFY UTILITIES AND NOTIFY

ENGINEER IF CONFLICT EXISTS

Sheet Notes:

Key Notes:

RE: PLUMBING PLANS FOR CONTINUATION1

2 RE: MEP FOR PROPOSED GREASE TRAP

CIVIL SITE UTILITY

PLAN

C2.0

Affiliated Engineers, Inc.

20 Greenway Plaza, Suite 410 Houston, Texas 77046 Tel 713.548.8900 Fax 713.548.8901

Affiliated Engineers

Texas Registered Engineering Firm F-8301

Sheet No.

AEI Project No.

Date Drawn By

Sheet Title

Project

Revisions

Scale

MEP

27198-00

AS NOTED

BEN TAUB

UNDERGROUND PIPE

REPLACEMENT

12/03/2025

Issue

100% CONSTRUCTION

DOCUMENTS

12/03/2025

TRUE

NORTH

PLAN

NORTHKEY PLAN

1504 Ben Taub Loop Houston, TX 77030

109860

DANIEL E. FALKENSTINE

Walter P. Moore and Associates, Inc.

TBPE Firm Registration No. 1856

DETAILS

C3.0