Attachment 2 - JUBJ 22 1016 Construct RIC - Drawings (2).pdf

1. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED TO BE

COMPLEMENTARY. WHAT IS REQUIRED BY THE DRAWINGS SHALL BE

REQUIRED BY THE SPECIFICATIONS, AND CONVERSELY. IN THE CASE

OF DISCREPANCIES CONCERNING QUALITY AND/OR QUANTITY

WITHIN THE DOCUMENTS, THE CONTRACTOR SHALL INCLUDE BETTER

QUALITY AND/OR THE GREATER QUANTITY, UNLESS OTHERWISE

DISTINGUISHED IN WRITING BY THE ARCHITECT. WHERE

SPECIFICATIONS HAVE BEEN OMITTED FOR THE MANUFACTURER OF

THE ITEM(S), THE CONTRACTOR SHALL EMPLOY THE HIGHEST

STANDARDS ESTABLISHED BY THE MANUFACTURER OF THE ITEM(S)

AS THE GUIDELINES FOR PRODUCT HANDLING, INSTALLATION OR

ERECTION AND PROTECTION OF THE COMPONENT, ONCE IN PLACE.

2. ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITION OF

THE ALABAMA BUILDING CODE, ALABAMA PLUMBING CODE, ALABAMA

MECHANICAL CODE, THE NATIONAL ELECTRICAL CODE AND ALL

OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES AND

ORDINANCES AND ALL AUTHORITIES HAVING JURISDICTION.

3. THE CONTRACTOR SHALL FURNISH & INSTALL ALL MATERIAL SHOWN

ON DRAWINGS OR INDICATED IN THE SPECIFICATIONS TO COVER THE

SCOPE OF WORK INDICATED ON THE DRAWINGS UNLESS OTHERWISE

INDICATED AS "EXISTING" OR BY OTHERS.

4. THE TERM "CONTRACTOR" AS REFERENCED THROUGHOUT THE

CONSTRUCTION DOCUMENTS SHALL MEAN THE GENERAL

CONTRACTOR (G.C.). IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO INTEGRATE, DIVIDE AND/OR SUBDIVIDE ANY AND

ALL ASPECTS OF THE WORK BASED ON HIS OPERATION.

CORRESPONDINGLY, IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ASSURE THAT ALL WORK REQUIRED OR IMPLIED

BY THESE CONSTRUCTION DOCUMENTS IS PROVIDED/FURNISHED

AND INSTALLED COMPLETE IN A FIRST-CLASS WORKMANLIKE

MANNER UNLESS STATED OTHERWISE IN THESE CONSTRUCTION

DOCUMENTS.

5. THE CONTRACTOR SHALL MAINTAIN ORDERLY HOUSEKEEPING

DURING THE PROCESS OF CONSTRUCTION. DAILY CLEAN UP SHALL

INCLUDE THE REMOVAL OF ALL DUST, MATERIAL WASTE AND DEBRIS.

6. THE CONTRACTOR SHALL, UPON PROJECT COMPLETION,

THOROUGHLY CLEAN ALL AREAS. FINAL CLEAN UP SHALL INCLUDE

THE DUSTING AND REMOVAL OF DIRT, PAINT DRIPPING/OVERRUNS,

OIL, GREASE AND OTHER BLEMISHES FROM ALL SURFACES

INCLUDING SIDEWALKS, FIXTURES, COLUMNS, WALLS & EQUIPMENT.

7. ALL HARDWARE SHALL BE CLEAN AND POLISHED WITH A FLANNEL

CLOTH.

8. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION RUBBISH,

SCAFFOLDING, EQUIPMENT, TEMPORARY PROTECTION, TEMPORARY

FIELD STRUCTURES AND ANY OTHER COMPONENTS WHICH WERE

REQUIRED IN CONNECTION WITH THE CONSTRUCTION, BUT NOT A

PERMANENT PART THEREOF.

9. THE CONTRACTOR MAY NOT SUBSTITUTE ANY "EQUIVALENT"

PRODUCTS FOR SPECIFIED PRODUCTS, UNLESS THE TERM "OR

EQUIVALENT" OR "OR EQUAL" IS DESIGNATED, WITHOUT APPROVAL

OF C.E/C.E.I.. ALL SUBSTITUTIONS MUST BE SUBMITTED PRIOR TO BID

FOR APPROVAL. NO SUBSTITUTES SHALL BE ALLOWED UNLESS "OR

EQUAL" IS DESIGNATED.

10. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN STRICT

CONFORMANCE WITH MANUFACTURE'S RECOMMENDATIONS.

11. THE CONTRACTOR'S OWN FORCES, SUBCONTRACTOR AND OTHER

ENTITIES UNDER THE CONTRACT TO THE CONTRACTOR THAT ARE

PERFORMING PORTIONS OF THE WORK SHALL BE SKILLED IN THEIR

RESPECTIVE TRADES AND COMMENSURATE WITH THE STANDARDS

OF WORKMANSHIP CONSISTENT WITH, AND REASONABLY INFERABLE

FROM, THE CONTRACT DOCUMENTS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY

PRECAUTIONS AND PRACTICES FOR PROTECTION OF PERSONS AND

PROPERTY IN CONJUNCTION WITH THE EXECUTION OF WORK

CONSISTENT WITH INDUSTRY-ACCEPTED PRACTICES AND

PROCEDURES AND IN ACCORDANCE WITH REQUIREMENTS OF

GOVERNING AUTHORITIES, INCLUDING O.S.H.A.

13. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK TO

C.E/C.E.I., HIS AGENTS AND GOVERNING AUTHORITIES AT ALL

REASONABLE TIMES, AS MAY BE REQUESTED OR REQUIRED BY LAW

OR PROJECT CONDITIONS.

14. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE

MEASUREMENTS, DETAIL DIMENSIONS SHALL TAKE PRECEDENCE

OVER PLAN DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE

OVER SMALLER SCALE DRAWINGS.

15. DISCREPANCIES OR AMBIGUITIES FOUND SHALL BE REPORTED TO

THE CIVIL ENGINEER INSPECTOR AT ONCE FOR CLARIFICATION.

16. DIMENSIONS ON DRAWINGS ARE FACE OF STUD OF CENTERLINE OF

COLUMN UNLESS OTHERWISE NOTED OR UNLESS DIMENSIONED TO

EXISTING FINISHED SURFACE.

17. WHEN REQUIRED BY THE FIRE OFFICIAL HAVING JURISDICTION, THE

CONTRACTOR SHALL SUBMIT A PLAN DESCRIBING HOW THE ABOVE

WILL BE ACCOMPLISHED.

18. CONRACTOR SHALL FURNISH AND INSTALL ALL BUILDING MATERIALS

AND COMPONENTS THAT ARE MANUFACTURED AND ASSEMBLED IN

THE UNITED STATES. NO EXCEPTIONS. IF CONFLICT OCCURS IN

CONTRACT DOCUMENT LANGUAGE THIS STATEMENT GOVERNS IN

ALL CASES.

19. IF INTERRUPTION OF ANY BUILDING UTILITY SERVICES SUCH AS BUT

NOT LIMITED TO THE FOLLOWING, CHILLED WATER, ELECTRICAL

POWER, DOMESTIC WATER, FIRE PROTECTION WATER SUPPLY, OR

COMMUNICATIONS ETC. ARE REQUIRED, THE SUBCONTRACTOR

SHALL PERFORM THE WORK AFTER 5:00 PM AND BEFORE 7:00AM ON

WEEKDAYS OR NORMAL WORK WEEK HOURS DURING THE WEEKEND.

THE SUBCONTRACTOR SHALL COORDINATE THE INTERRUPTION OF

THE UTILITIES 45 DAYS IN ADVANCE WITH THE CIVIL ENGINEER

INSPECTOR AND USER. THE EXACT DAY AND TIME MUST BE

APPROVED BY THE USER. THE SUBCONTRACTOR SHALL INCLUDE

ANY ADDITIONAL COST OF PERFORMING THE WORK IN THEIR

ORIGINAL BID.

1. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO

COORDINATE PHASING OF ALL WORK WITH THE CIVIL

ENGINEERING INSPECTOR, USER AND APPROVAL FROM

CONTRACTING OFFICER. CONTRACTOR SHALL SUBMIT A

WRITTEN PHASING AND WORK SCHEDULE FOR REVIEW

AND APPROVAL BY MAXWELL CIVIL ENGINEERING

INSPECTOR AND USER.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ANY

WORK TO BE DONE AFTER NORMAL WORKING HOURS

WITH THE CIVIL ENGINEERING INSPECTOR AND USER AND

APPROVAL BY CONTRACTING OFFICER. NORMAL WORKING

HOURS ARE ESTABLISHED AS 0700-1700 MONDAY-FRIDAY.

PHASING NOTES

GENERAL NOTES

Number:

Reference

Sheet

Sy m bo l

D es cr ip tio n

Sc al e:

D at e:

C he ck ed

B y:

D ra w n

By

Ar ch ite ct ur al

J ob

R ev ie w ed B y:

D ra w in g Sh ee t F ile

D ra w in g Fo ld er

D at e Ap pr ov ed

1:

R ev is io ns

S TA T E OF A LABAMA

REG I S T ERED ARCH I T EC

T

J.MICHAEL

RUTLAND

TIMOTHY R.

HOLMES

T1.2

ST

N

/A

G

EN

ER

AL

N O

TE

S

AutoCAD SHX Text

MAXWELL AIR FORCE BASE

AutoCAD SHX Text

MAXWELL AFB, ALABAMA 36112

AutoCAD SHX Text

CONSTRUCT RESEARCH INFORMATION CENTER MAXWELL AFB - GUNTER ANNEX

AutoCAD SHX Text

JUBJ 22-1016

AutoCAD SHX Text

27 JULY 2023

AutoCAD SHX Text

42 CES/CEN

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AutoCAD SHX Text 22-1231

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JC

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JC

G

G

G G

G

G

G

G G

G

GG

G G

G

G

G

G

G

G

UP

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UP

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SD

MONTGOMERY

2 Froggy BottomPond

CSX TRANSPORTATION INC

NAV

Mitylene

Halcyon

Montgomery East

Cloverdale

West End

MONTGOMERY

New Town

Dalraida

Oak Park

Bottom

T

ME

MH

C T

C

T

MH

SS

MH

MH

C

H Y D

P G

M

CO

H Y D

SS

SS

SS

MH

MH

MH

MH

MH

T

ME

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LA

Y

T T

T

ME

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LA

Y

215.43

214.68

213.19

213.54

212.41

211.79

211.13

211.99 211.42

211.24

209.53 211.29 209.39

208.99 211.08

212.17

208.85

208.87 211.61

212.81 209.92

210.15212.88

212.26 210.29

212.58

213.48

212.00 211.98

210.19 213.07213.07

213.04

211.69

212.38 209.45

211.94 212.73

212.43

213.18

212.86

212.97

213.34

213.58

213.87

213.70

213.40

214.04

214.26

213.52212.60 213.45

214.30

213.86

213.10

213.22

214.22

214.19

213.44 213.19

214.00

215.23 214.33213.58

213.70

214.47

213.88 213.53

214.36

214.12

213.64

215.31

214.95

214.76 213.90

213.76

214.35

213.77

213.57

214.50

214.12

213.54 215.44

217.56

217.87 216.34

213.40 213.72

214.44

214.05

213.29

213.48

214.05

214.09

213.74 215.94

217.55

216.25 215.24

214.00

213.85

213.24

212.73 213.41

213.02

211.98

214.82

215.62

217.08 217.91 218.35

218.70

217.88

217.06

216.62 215.68

217.06 217.62

219.35

219.65 218.64

218.06 218.73

219.77

219.90 218.12

217.07

215.78 216.77

216.42

217.24

217.35

217.46

217.67

217.81

218.04

218.17

218.41

218.65

218.82

218.82

218.83

219.08

219.65 220.03

220.51

220.66

220.58

220.46

220.43

220.35

220.20

220.09

219.99

219.85

219.82

216.33216.31

216.09

215.65

215.68

215.31

214.59 215.11

215.35

215.63

215.04

214.49

214.58

214.91 214.94

213.97214.18

214.25

213.38 213.16

213.02

212.63

212.73

215.22 215.15

214.68

215.97

215.19

215.86 215.67

215.79

215.64

217.28

216.79

216.26

216.01

215.33

216.23 215.96

216.06

216.40 216.62

216.73

217.05

217.34 217.59

216.90

216.40

218.24

218.48

218.18 217.94

217.66 217.48

217.33

216.54 216.64 217.26

217.15

216.61 216.43

216.39 215.87

216.00 215.82215.80

217.51

217.69

217.67

218.50

218.73

218.53

217.87218.06

218.49 218.51

217.75

217.23

216.95

217.20

217.53

217.45

217.33

217.87

219.02 217.58

217.95 218.65

218.06

219.72

218.83

218.53

218.52218.55

218.96

218.91

220.64 219.34219.02

219.10

219.28

219.66

220.01 220.15

220.37

223.47

224.45 224.18

225.27

225.86 225.78

224.51

224.39225.65

226.44 225.83

226.21 226.49

224.46

227.13

226.71

227.30 228.72

228.68

225.33 227.57

228.10 227.74

228.18 228.82

228.12 228.10

228.51

223.12

223.81

223.91

223.87 223.31

222.75

223.74

224.07

223.45 223.25

222.80 222.99

223.82

223.86

223.43

222.78

222.30 223.19

223.87

223.96

223.70 223.63

224.44

223.63

223.98

223.90

223.11221.40

223.31

223.86

223.79

223.61

224.22 223.53

223.84

223.58

222.72

222.95

222.70

223.76

223.60

223.34

223.49

223.76

223.48 223.22

222.74

223.09

222.97 223.20

222.95

223.70

223.66

218.87 218.97

219.89 219.93

219.69

220.47

221.09

222.19 221.76

221.24

222.06 222.80

222.95

221.33

221.71

221.36 223.56

223.63

223.53 225.63 225.70 224.92

225.77 225.16

224.33 223.51

223.13

222.24 222.82

221.05 219.68

219.76

219.89 219.82

221.03 220.76

219.96

224.63

225.11 222.53

225.34

218.32

218.32 218.57

218.38

218.44 218.67

218.44

218.16 218.47

218.43 218.59

218.71

218.46 218.34218.04

218.23

218.31 218.29

218.16

218.09

218.09 215.43215.44

215.47215.66 215.58

224.53

226.31

226.90

227.30

228.06

228.37

226.97

226.63

226.04

224.88

224.95

225.25

223.60

223.27 222.92

220.19

219.63 219.61

220.79

220.65220.09

220.33

220.32219.74

219.75220.28

219.98

219.07

219.16 219.02

218.21 218.35

217.24216.12

217.28

223.14

222.70

220.06

219.43218.96

218.30217.97

218.05

220.60 220.85220.85

221.09220.62

222.00222.47 221.49

221.80

219.83

219.53

217.64

217.80

216.39

216.14

220.08

219.74

219.45

219.34

220.21

219.38

219.05

219.52

219.72

220.03

219.87

219.66

219.24

218.46

218.54

219.10

219.43

219.74

223.68 223.92

223.89 223.94

224.00

224.13 224.00

224.03

223.69

224.69

225.71

226.59

227.31227.26

227.48 227.61

227.68

224.17224.07

224.41 224.27

221.31 221.21220.66221.20

220.18

219.19

219.22 219.38

220.51

221.36 221.37

219.02219.07219.13219.40

219.13

219.12

219.21

219.20 218.93

218.69

218.04

218.11217.84

218.72

218.60

217.87

217.66

217.61 217.33

216.64

217.21

217.71

217.84

218.84

219.84

219.96 219.92

218.17

218.44 218.49

218.23

220.03

220.07

219.74

222.07 220.31

220.33

219.71

219.70

219.86

219.98 219.97

218.93

217.90 217.77

217.53

216.44216.21216.05

216.35216.14 216.14

216.36

216.59

216.91

217.44

218.11

218.26

217.30

217.10

217.60

217.42

217.66 217.91 217.84

217.63217.74

217.50

217.52 217.53

218.40 218.27

217.97 218.05

217.61

217.26 217.45

217.27 217.15

216.80

216.28

215.83

215.37 215.18

214.76 214.78

216.10

216.25

216.52216.93

215.25

215.52

215.31

216.88

216.40

216.15

215.62 215.84

215.87

215.84

214.14

215.20

215.22 214.81

215.18

215.31 215.79 215.68

215.83

215.81

215.37

215.14 215.02215.08

215.22215.19

215.11

214.94

215.08

215.31 215.06

214.65

214.26

213.98

213.61

214.73 214.62

214.27

213.93

213.73

213.55

212.77

212.67

212.91 211.16

212.94

213.11 213.10

214.14

214.68 214.75

215.14

213.70 213.98

215.55

217.33217.44

217.93

217.81

215.94

214.01 214.04

212.58 212.57

211.66

208.91

209.98

210.50

211.95

210.57

209.78

209.94

214.04

214.37

212.37

212.15

211.91212.29

210.70

210.61

210.78

210.51

209.83

209.46

209.79

209.26

208.54

209.12

208.26 208.64

208.69208.32

209.13 209.19209.72

209.46 208.97

209.39

209.91

208.92

209.61

209.53

209.09 209.84

211.82

209.25

227.72

H Y D

21321

226226

SANITARY SEWER MANHOLE - 210.62

DROP INV. IN - 208.08

INV. IN - 203.99

INV. OUT - 203.79

STORM MANHOLE - 212.70

10" CLAY F.L. - 208.62

15" RCP F.L. - 206.20

18" RCP F.L. - 206.12

GRATE INLET - 211.72

15" PVC F.L. - 209.50

GRATE INLET - 213.28

15" RCP F.L. - 208.66

15" RCP F.L. - 208.61

GRATE INLET - 212.07

10" RCP F.L. - 210.21

10" RCP F.L. - 209.96

GRATE INLET - 212.62

10" RCP F.L. - 209.93

12" RCP F.L. - 209.63

ELECTRIC MANHOLE

STORM MANHOLE - 213.47

15" RCP F.L. - 208.17

15" RCP F.L. - 208.14

STORM MANHOLE - 210.44

THROAT - 209.72

18" PVC F.L. - 207.13

21" PVC F.L. - 207.08

STORM MANHOLE - 208.85

THROAT - 208.00

15" RCP F.L. - 206.32

12" RCP F.L. - 206.24

21" PVC F.L. - 205.85

24" RCP F.L. - 205.74

SANITARY SEWER MANHOLE - 211.35

INV. IN F.L. - 205.14

INV. OUT F.L. - 205.01

STORM MANHOLE - 211.91

10" CLAY F.L. - 208.98

15" RCP F.L. - 207.43

15" RCP F.L. - 207.21

STORM MANHOLE - 219.23

6" PVC F.L. -212.76

15" RCP F.L. - 212.60

15" RCP F.L. - 212.58

STORM MANHOLE - 219.70

6" PVC F.L. -213.73

15" RCP F.L. - 213.69

15" RCP F.L. - 213.51

GRATE INLET - 214.53

12" PVC F.L. - 211.39

12" PVC F.L. - 211.35

GRATE INLET - 215.75

12" PVC F.L. - 213.11

WATER T END

GRATE INLET - 219.50

15" PVC F.L. - 214.99

GRATE INLET - 219.10

12" PVC F.L. - 215.80

15" PVC F.L. - 215.75

3" INVERT PIPE

BIG FINK TEST

STATION

GRATE INLET - 222.43

12" PVC F.L. - 218.52

12" PVC F.L. - 216.18

GRATE INLET - 222.56

6" CLAY F.L. - 219.58

12" RCP F.L. - 218.72

12" RCP F.L. - 218.65

GRATE INLET - 222.13

ONLY 1 VISIBLE PIPE!

6" CLAY F.L. - 219.98

SANITARY SEWER MANHOLE - 223.06

DEAD? - DEBRIS IN F.L.

INV. IN F.L. - 217.25

INV. OUT F.L. - 217.22

SANITARY SEWER MANHOLE

LID SHUT

STORM MANHOLE - 224.80

THROAT - 223.99

21" PVC F.L. - 221.54

21" PVC F.L. - 221.27

STORM MANHOLE - 220.93

THROAT - 220.02

21" PVC F.L. - 216.37

10" PVC F.L. - 216.30

21" PVC F.L. - 216.04

15" RCP F.L. - 215.94

SET TBM 4-6-23

X MARK ON

N BOLT OF FH

ELEV. - 221.78

GRATE INLET - 219.16

10" PVC F.L. - 217.19

STORM MANHOLE

CANNOT OPEN

ELECTRIC MANHOLE

ELECTRIC MANHOLE

POWER

BOX

POWER

BOX

POWER

BOX

POWER

METER

WATER

VAULT

STEEL LID

GAS/WATER VAULT?

SD

SD

"P

VC

T

O

0" R

CP

SD

SD

SD

SD10

" R

CP

SD

SD

" R

CP

T

O

ST

OR

M

DR

AI

N

IN

TE

RS

EC

TI

ON

SDSD

15" RCP TO STORM

DRAIN INTERSECTION

SD

SD

15" RCP TO

UNKNOWN

6" P

VC

SD

SD

15" RCP TO UNKNOWN

SD

SD

SD

SD

SD

" R

CP

SD

SD

SD

SD

15" RCP

SD

SD18" RCP TO UNKNOWN

15" RCP

21" PVC

SD

SD

SD

15" RCP

15" RCP

SD

24" RCP

SD

12" R

CP TO UNKNOWN

SD

SD

SD

SD

SD

SD

" P

VC

T

O

JU

NC

TI

ON

B

OX

21" PVC TO JUNCTION BOX?

21" PVC

SD21" PVC TO UNKNOWN

SEWER MANHOLE

CANNOT OPEN!

6" CLAY

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

" P

VC

MH

SD

SD 12" PVC

SD

SD

SD12" PVC TO UNKNOWN

NO VISIBLE PIPE

SS

DRO

P INV DIRECTIO

N

WATER VAULT

15" R C

P

SD

" P

VC

T

O

UN

KN

OW

N

SD

" P

VC D

IR

ECTI

ON

MONTGOMERY

NewTown

Chisholm

Boylston MadisonPark

Dalraida

HD

IP

MAXWELL AIR FORCE BASE

GUNTER ANNEX( )

CSX TRANSPORTATIONINC

M O

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NORTHMONTGOMERY COUNTY, AL

LOCATION MAP

TOTAL 1

N

EW

S

00 30' 60'

SCALE: 1"=30'

LEGEND:

NOTES: 1.

2. UTILITY LOCATES AND PIPE LOCATES DONE BY

ALABAMA ONE AND THE UTILITY LOCATORS FOR

MAXWELL/GUNTER AFB.

TOPOGRAPHIC SURVEY

FOR

RESEARCH INFORMATION CENTER,

MAXWELL-GUNTER ANNEX,

MONTGOMERY COUNTY, ALABAMA

STATE PLANE

GRID NORTH

PROJECT

LOCATION

TO

PO

G R

A

PH

IC

S

U R

VE

Y

FO

R

R

ES

EA

R

C H

IN

FO

R M

AT

IO

N C

EN

TE

R

M

AX

W

EL

L- G

U N

TE

R

A N

N

EX

M

O N

TG

O

M

ER

Y C

O U

N

TY

, A

LA

BA

M

A

ASPHALT

CONCRETE

EXISTING CONTOUR

SPOT ELEVATION

505.12

VI

MH

T

P

FOUND CONCRETE MARKER

G

W

SS

UNDERGROUND ELECTRICUE

POWER BOX

ICV

WATER METER

WATER LINE

GAS LINE

STORM DRAIN PIPE

STORM MANHOLE

SANITARY SEWER

SS SANITARY SEWER MANHOLE

TELEPHONE BOX

CABLE BOXC

SIGN

UT UNDERGROUND TELEPHONE

WATER VALVE

GAS METERG

CO CLEANOUT

H Y D

FIRE HYDRANT

GRATE INLET

LIGHT POLE

WATER FAUCET

SD

ME ELECTRIC MANHOLE

GAS VALVE

POST INDICATOR VALVE

BBQ GRILL

NOTE: ELEVATIONS ESTABLISHED BY GPS

AL. 60 ALDOT 6 DIVISION CORS STATION

NAVD 88, MONTGOMERY COUNTY.

lee.tharp Text Box C1

21" PVC TO UNKNOWN

6" CLAY

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

SCALE: 1"=10'

10 20

5 15

N

SITE DEMOLITION NOTES:

1. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY DEMOLITION REGARDING ITEMS TO BE SALVAGED, RECYCLED, AND REUSED. CONTRACTOR SHALL REMOVE ITEMS TO BE SALVAGED WITH EXTREME CAUTION TO PREVENT DAMAGE.

CONTRACTOR SHALL TURN ALL SALVAGED ITEMS OVER TO OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER PRIOR TO THE DISCONNECTING OR REMOVAL OF ANY UTILITY SERVICE TO THE EXISTING BUILDINGS.

ALL UTILITIES TO BE REMOVED ARE TO BE CAPPED OR PLUGGED OR TERMINATED ACCORDING TO THE UTILITY OWNERS

REQUIREMENTS.

2. REFER TO, SITE GRADING AND UTILITY PLANS FOR PROPOSED UTILITY AND DRAINAGE INSTALLATION AND REMOVAL.

3. REFER TO LAYOUT PLANS FOR ADDITIONAL INFORMATION RELATING TO PAVING, CURB, SIDEWALKS, HARDSCAPES, ETC

REMOVE EXISTING CURBS AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS.

4. CONTRACTOR SHALL COORDINATE WITH OWNER, ARCHITECT, LBYD AND THE UTILITY PROVIDER PRIOR TO THE

DISCONNECTING OF ANY UTILITY SERVICE TO THE EXISTING BUILDINGS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BELOW GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED.

6. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF AT LEAST WEEKLY IN A LEGAL

AND APPROVED MANNER.

7. ALL EXISTING PAVING, CURBS, HARDSCAPE, ETC. SHALL BE SAW CUT AT THE LIMITS OF REMOVAL IN ORDER TO PROVIDE A CLEAN EDGE. EXISTING PAVING AT EDGE SHALL BE MILLED BACK A MINIMUM OF 1.5' TO ENSURE SMOOTH TRANSITION.

8. SEE ELECTRICAL PLAN FOR DETAILS ON LIGHT POLE REMOVAL

REMOVE EXISTING SIDEWALK

REMOVE EXISTING SIDEWALK

REMOVE AND REROUTE

COMMUNICATIONS BOX

(SHOWN FOR

REFERENCE ONLY, SEE

ELECTRICAL PLANS)

CONCRETE SIDEWALK TO

BE REMOVED

ITEM TO BE REMOVED

ITEM TO BE REMOVED

REMOVE LIGHT POLE

(SEE ELECTRICAL PLAN

FOR DETAILS)

B2/C2

EXISTING CONCRETE

SIDEWALK TO REMAIN

EXISTING STORM

MANHOLE TO REMAIN

EXISTING STORM INLET TO REMAIN

REMOVE EXISTING SIDEWALK

FOR NEW SANITARY LINE

EXISTING SANITARY SEWER

MANHOLE TO REMAIN SAWCUT AT LIMITS OF

REMOVAL (TYP.)

EXISTING LIGHT POLE AND

CIRCUIT TO REMAIN

EXISTING CONCRETE

SIDEWALK TO REMAIN

EXISTING ASPHALT AND

STRIPING TO REMAIN

EXISTING LIGHT POLE

AND CIRCUIT TO REMAIN

EXISTING SIDEWALK TO

BE SAWCUT AT LIMITS TO

BE REPLACED

EXISTING ASPHALT TO BE

SAWCUT AT LIMITS AND

REMOVED

EXISTING STORM DRAIN TO REMAINEXISTING WATER LINE TO REMAINSAW CUT AT LIMITS OF

REMOVAL

SAW CUT AT LIMITS OF

REMOVAL

EXISTING SIDEWALK TO

REMAIN

EXISTING SIDEWALK TO

REMAIN

EXISTING LIGHT POLE

AND CIRCUIT TO REMAIN

REMOVE LIGHT POLE

(SEE ELECTRICAL PLAN

FOR DETAILS)

7/27/20

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

SCALE: 1"=10'

10 20

5 15

N

GENERAL NOTES:

LBYD, INC. SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR RESPONSIBILITIES. LBYD IS NOT

RESPONSIBLE FOR SITE SAFETY PROCEDURES OR METHODS OF CONSTRUCTION.

1. ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST. CONTRACTOR MUST COORDINATE LINE LOCATES WITH W.C.E. WITH MINIMUM 2 WEEKS NOTICE AS WELL AS FIELD VERIFIED BY ONSITE PERSONNEL PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED

TO LBYD IMMEDIATELY.

2. EXISTING UTILITIES TO REMAIN MAY BE LOCATED WITHIN PROPOSED DEMOLITION AREAS. CONTRACTOR SHALL USE EXTREME CAUTION WHILE WORKING IN THESE AREAS TO ENSURE NO UTILITY SERVICE INTERRUPTIONS TO FACILITIES THAT

REMAIN OR TO ADJACENT PROPERTIES.

3. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED UNLESS SPECIFICALLY

NOTED,"TO REMAIN".

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE

WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFY LBYD OF ANY DISCREPANCIES PRIOR TO

SUBMITTING PRICES OR ORDERING MATERIALS

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENT

WILL BE AT THE CONTRACTOR'S EXPENSE.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION.

8. BOUNDARY AND TOPOGRAPHIC INFORMATION PERFORMED BY LARRY E. SPEAKS & ASSOCIATES.

9. TOPOGRAPHIC INFORMATION WAS PERFORMED VIA GROUND RUN FORMAT.

SITE LAYOUT NOTES:

1. ALL HANDICAP RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESS ROUTES MUST CONFORM TO THE LATEST ADA

REQUIREMENTS.

2. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.

3. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE [OUTSIDE FACE OF BUILDING, OR COLUMN LINES] TO THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC

BUILDING INFORMATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITE CONSTRUCTION TRAFFIC CONTROL PLAN AND OBTAINING ANY REQUIRED APPROVALS FROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING AND EXITING OF CONSTRUCTION TRAFFIC ONTO THE ROADWAY AND THE IMPACT TO THE FLOW OF TRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE IN ADDITION TO ANY TRAFFIC CONTROL PLAN

PROVIDED IN THE PLAN SET FOR ROADWAY IMPROVEMENTS.

5. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN

(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.

CONCRETE SIDEWALK (SEE DETAIL)

CONCRETE SIDEWALK (SEE DETAIL)

NEW BUILDING

FFE = 224.00

B3/C3

STAIRS ON GRADE

(SEE DETAIL)TIE TO EXISTING

SIDEWALK WITH

SMOOTH TRANSITION

TIE TO EXISTING

SIDEWALK WITH

SMOOTH TRANSITION

CONCRETE SIDEWALK (SEE DETAIL)

5'

5'

5'

5.39'

.33

.62

5'

36.33'

5'

CONCRETE SIDEWALK

CONCRETE PAVING

STAIRS ON GRADE

(SEE DETAIL)

ACCESSIBLE PARKING

SYMBOL AND STRIPING

(SEE DETAIL) (TYP.)

IN-LINE ACCESSIBLE

RAMP (SEE DETAIL)

CONCRETE PAVING IN

ACCESSIBLE PARKING

(SEE DETAIL)

EXISTING ASPHALT

PAVING AND STRIPING

TO REMAIN

EXISTING ASPHALT

PAVING AND STRIPING

TO REMAIN

SIDEWALK FLUSH WITH PAVEMENT

NEW EDGE OF SIDEWALK

ACCESSIBLE PARKING

SIGN WITH "VAN" PLAQUE

(SEE DETAIL)

ACCESSIBLE PARKING

SIGN (SEE DETAIL)

18' 9'

(TY

P)

9'

(TY

P)

9'

(TY

P)

6'

5'

5'

6'

5'

5'

5'

TIE TO EXISTING

PAVEMENT WITH

SMOOTH TRANSITION

TIE TO EXISTING SIDEWALK

WITH SMOOTH TRANSITION

TIE TO EXISTING SIDEWALK WITH

SMOOTH TRANSITION

NEW HAND/GUARD RAILS

(SEE ARCHITECTURAL DETAIL)

7/27/20

5'

TIE TO EXISTING

SIDEWALK WITH

SMOOTH TRANSITION

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

0 22

ST

ST

ST

ST

ST

ST

ST

SCALE: 1"=10'

10 20

5 15

GRADING NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.

2. ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING AND SHALL BE STOCKPILED ON-SITE IN AN APPROVED LOCATION FOR LATER USE WITH ANY EXCESS TO BE DISPOSED OF OFF-SITE ONCE ALL LANDSCAPED AREAS

HAVE BEEN BROUGHT TO FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.

3. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC, SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED AND

COMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW.

4. ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12", MOISTURE CONDITIONED, AND RECOMPACTED, AS NEEDED TO ACHIEVE THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW, UNLESS OTHERWISE

DETERMINED BY A GEOTECHNICAL ENGINEER.

5. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT PREPARED SUBGRADE AND RESTORE TO PROJECT SPECIFICATIONS IF

DAMAGED OR COMPROMISED DUE TO INCLEMENT WEATHER AND/OR CONSTRUCTION TRAFFIC.

6. FILL MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES: VIRTUALLY FREE OF ORGANICS, NO ROCK FRAGMENTS GREATER THAN [4"] WITHIN [4'] OF FINISH GRADE, LIQUID LIMIT NOT EXCEEDING 50, PLASTICITY INDEX NOT EXCEEDING 30, AND A MAXIMUM DRY DENSITY OF NO LESS THAN 100PCF AS DETERMINED BY ASTM D-698, MODIFIED PROCTOR.

7. PLACE FILL MATERIAL IN 8" MAXIMUM LOOSE LIFTS AND COMPACT TO REQUIREMENTS LISTED BELOW.

8. COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER, BUT AT A

MINIMUM EVERY 2,500 SQUARE FEET OF AREA PER 8" LIFT.

9. FILL MATERIAL TO BE WITHIN ±2.0% OF OPTIMUM MOISTURE CONTENT AT THE TIME OF COMPACTION, UNLESS OTHERWISE

DETERMINED BY A GEOTECHNICAL ENGINEER.

10. MINIMUM COMPACTION REQUIREMENTS ARE EXPRESSED BELOW AS A PERCENTAGE OF THE MATERIAL'S MAXIMUM DRY

DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557.

*STRUCTURAL AREAS INCLUDE ZONES OF INFLUENCE AROUND THE BUILDING, PAVEMENT AREAS, FILL SLOPES, ETC.

11. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BE INSTALLED IN 12" MAXIMUM LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR.

12. CLEARING LIMITS SHALL BE 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT BEYOND THE PROPERTY LINES

WHICHEVER IS LESS.

13. NO GRADING OFF-SITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPER APPROVALS AND PRIOR NOTIFICATION.

14. COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSION CONTROL PLAN.

15. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.

16. ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPED AWAY FROM THE STRUCTURES AT A MINIMUM OF 1.0% GRADE. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. NOTIFY

LBYD OF ANY DISCREPANCIES.

17. PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THE CONTRACTOR SHALL MAKE SUBGRADE

ADJUSTMENTS FOR TOPSOIL, PAVING, BUILDING PAD, ETC.

18. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) SHALL BE LOCATED AT THE LOWPOINTS. GRADING

SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LBYD OF ANY DISCREPANCIES.

19. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.

20. FILL SLOPES SHOULD BE BENCHED INTO THE EXISTING SLOPES AND SHOULD BE COORDINATED WITH THE ONSITE GEOTECHNICAL ENGINEER FOR BENCH DETAILS (HEIGHT AND DEPTH OF BENCH INTO THE SLOPE.)

21. WHERE ROCK IS ENCOUNTERED WITHIN 18" OF THE PAVING SUBGRADE AND 36" OF THE BUILDING SUBGRADE,, THE "CUT LINE" SHALL BE PER THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR "CUT LINE" DIMENSIONS BELOW BUILDING PADS AND PARKING AREAS. SUITABLE MATERIAL SHALL BE REPLACED TO THE PROPOSED SUBGRADE ELEVATION.

22. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOUNDATION WALLS, STEM WALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY LBYD INC. OF ANY

DISCREPANCIES.

AREA STRUCTURAL* VEHICULAR

PAVEMENT

SIDEWALKS LANDSCAPE/UNPAVED

% MAXIMUM DRY

DENSITY [98%] [98%] [98%] [95%] [85% IN UPPER

2']

NEW BUILDING

FFE = 224.00

B4/C4

4.5:1

MINOR CONTOUR

ST STORM DRAINAGE

PIPING (15"Ø OR LESS)

TOP OF CURB

BOTTOM OF CURB

MAJOR CONTOUR

SPOT ELEVATION

STORM DRAINAGE

PIPING (18"Ø OR MORE)

FL = 219.04

FL = 220.00

FL = 220.375

224.00

224.00

224.00

224.00

224.00

GRADING NOTES:

1. ALL EXCESS SOIL MATERIAL EXCAVATED AS A PART OF THE

PROJECTS SHALL BE DISPOSED OF ON BASE. COORDINATE

DISPOSAL LOCATION WITH W.C.E

STORM DRAINAGE NOTES:

1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LBYD PRIOR TO INSTALLATION

AND/OR FABRICATION.

2. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADING

SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LBYD OF ANY DISCREPANCIES.

3. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.

4. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIOR

TO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.

5. PROPOSED STORM PIPES 30" AND LESS SHALL BE BEDDED IN 4" OF CRUSHED AGGREGATE AND STORM PIPES 36" AND

GREATER SHALL BE BEDDED IN A 6" OF CRUSHED AGGREGATE.

6. ALL STORM PIPES 15" AND LESS SHALL BE SMOOTH LINED SCH 40 POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT JOINTS

UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERS RECOMMENDATIONS

7. CONTRACTOR SHALL PROVIDE CAST IRON DOWNSPOUT BOOTS, CLEANOUTS AND COLLECTOR LINES FROM ALL EXTERIOR DOWNSPOUTS TO CONNECT TO PRIMARY STORM DRAINAGE SYSTEM. COORDINATE WITH EXTERIOR ELEVATIONS, ROOF AND PLUMBING PLANS FOR DOWNSPOUT LOCATIONS. COORDINATE DOWNSPOUT MODEL NUMBER WITH THE ARCHITECT.

8. CONTRACTOR SHALL COORDINATE ROOF DRAIN COLLECTOR LINES, DOWNSPOUTS AND BOOTS WITH FOOTING ELEVATIONS ON THE STRUCTURAL PLANS PRIOR TO POURING FOOTINGS. TOP OF FOOTINGS SHALL BE A MINIMUM OF 3' BELOW GRADE AT ALL ROOF DRAIN DOWNSPOUT LOCATIONS TO ENSURE ADEQUATE COVER TO TRANSITION TO BELOW GRADE PIPING.

219.76

219.76

218.99

218.99

223.76

223.76

219.76

219.76

223.76

223.76

223.93

223.93

223.93

223.93

223.93

223.93

223.82

223.89

223.89

223.89

223.89

223.89

223.89

223.82

223.82

223.81 223.81

224.40

224.40

MATCH LIMITS OF ACCESSIBLE PARKING

CONCRETE PAVING TO EXISTING ASPHALT.

DO NOT EXCEED 2% SLOPE IN ANY

DIRECTION IN CONCRETE PAVING AREA

TIE TO EXISTING GRATE INLET.

INV = 218.74

6" PVC SCH40 ROOF

DRAIN LINE @ 1.0

MINIMUM SLOPE

(TYP)

57 LF 6" PVC SCH40

STORM LINE @ 1.5%

SLOPE

50 LF 6" PVC SCH40

STORM LINE @ 1.5%

SLOPE

65 LF 6" PVC SCH40

STORM LINE @ 1.5%

SLOPE

11 LF 6" PVC SCH40

STORM LINE @ 1.5%

SLOPE

FL = 220.86

223.91

223.93

224.00

223.97

223.97

223.97

223.97

219.00

219.09

223.86

223.93

20 LF 6" PVC SCH40

STORM LINE @ 1.5%

SLOPE

(8) 6" RISERS

223.90 223.90

224.6 224.6

225.01 M.E. 225.1 M.E.

(8) 6" RISERS

N

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

2" W

2" W

2" W

" W

2" W

6" F

6" F

6" F

" F

6" F

4" SS

4" SS

4"

SS

4"

SS

4" SS

4" SS

CO

CO

CO

CO

CO

0 22

ST

ST

ST

ST

ST

ST

ST

COMM

CO

MM

SCALE: 1"=10'

10 20

5 15

N

UTILITY NOTES:

1. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY DEMOLITION REGARDING ITEMS TO BE SALVAGED, RECYCLED, AND REUSED. CONTRACTOR SHALL REMOVE ITEMS TO BE SALVAGED WITH EXTREME CAUTION TO PREVENT DAMAGE.

CONTRACTOR SHALL TURN ALL SALVAGED ITEMS OVER TO OWNER.

2. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF

CONNECTION AT THE BUILDING.

3. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF

CONNECTION AT THE BUILDING. NOTIFY ARCHITECT, LBYD OF ANY DISCREPANCIES.

4. GRAVITY SEWER SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.

5. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRAVITY SEWER PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.

6. BACKFLOW PREVENTION AND METERING SHALL INSIDE THE BUILDING. REFERENCE PLUMBING AND FIRE PROTECTION DRAWINGS FOR DETAILS WATER SERVICES 4 INCHES IN DIAMETER AND GREATER SHALL BE DIP(CL.350) AND WATER SERVICES LESS THAN 3 INCHES IN DIAMETER SHALL BE TYPE "K" COPPER UNLESS OTHERWISE INDICATED ON THE PLANS.

7. WATER MAINS AND SERVICES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL AND 2 FEET VERTICAL FROM ALL SANITARY

SEWER MAINS AND LATERALS.

8. WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY'S REQUIREMENTS.

ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER UNLESS OTHERWISE INDICATED ON PLANS.

9. ALL SANITARY SEWER MAINS AND LATERALS SHALL BE DIP CL350 UNLESS OTHERWISE REQUIRED BY THE LOCAL UTILITY

COMPANY.

10. ALL UNDERGROUND [ELECTRICAL, TELEPHONE, AND CABLE TV] SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED DUCT BANK WITH PULL WIRE MEETING THE LOCAL UTILITY COMPANY'S REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION.

11. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BE

COMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±2.0%.

12. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH CRUSHED AGGREGATE.

13. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING [PAVING, HARDSCAPE, SIDEWALKS, ETC.] CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING [PAVING, HARDSCAPE, SIDEWALK ETC.] AND REPLACE IN LIKE KIND AND RESTRIPE

AS NECESSARY. BACKFILL TRENCH FULL DEPTH WITH STONE.

14. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN

(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.

15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TAMPER SWITCHES AND ASSOCIATED CONDUIT, WIRING, ETC ON FIRE SERVICE POST INDICATOR VALVES AND VALVES IN PIT MOUNTED FIRE BACKFLOW PREVENTOR ASSEMBLIES. COORDINATE

WITH FIRE PROTECTION AND ELECTRICAL PLANS.

16. PROVIDE 4" DIP CL 350 GRAVITY DRAIN LINE FROM ALL BELOW GRADE UTILITY VAULTS TO THE NEAREST STORM DRAINAGE

INLET OR DAYLIGHT AT GRADE.

FL = 221.00

FL = 220.24

FL = 218.92

EXISTING SANITARY SEWER MANHOLE

INV IN = 217.21

COMMUNICATIONS LINE TO NEW

HANDHOLE (SHOWN FOR

REFERENCE ONLY, SEE ELECTRICAL)

6" DIP CL350 FIRE SERVICE LINE

2" TYPE K COPPER

DOMESTIC WATER LINE

4" DIP CL 350 SANITARY SEWER LINE

@ 1.5% SLOPE

FIRE SERVICE F

DOMESTIC WATER W

COMMUNICATION

SANITARY SEWER SS

COMM

FIRE HYDRANT

SANITARY SEWER

MANHOLE

CLEANOUTCO

IRRIGATION SERVICEIRR

112 LF 4" DIP CL 350 SANITARY

SEWER LINE @ 1.5% SLOPE

85 LF 4" DIP CL 350 SANITARY

SEWER LINE @ 1.5% SLOPE

54LF 4" DIP CL 350 SANITARY SEWER

LINE @ 1.5% SLOPE

NEW BUILDING

FFE = 224.00

B5/C5

POST INDICATOR VALVE

WITH TAMPER SWITHCES

(SEE DETAIL)

2" GATE VALVE (SEE

DETAIL)

SECONDARY CONDUCTORS

(SEE ELECTRICAL)

CONNECT TO EXISTING WATER LINE

WITH CUT-IN-TEE CONNECTIONS

MATCH EXISTING WATER LINE SIZE.

(SEE SPECIAL NOTE #2)

SEE PLUMBING AND FIRE

PROTECTION DRAWINGS FOR WATER

LINE CONTINUATION TO BUILDING

NEW LIGHT POLE (SEE

ELECTRICAL)

NEW LIGHT POLE (SEE

ELECTRICAL)

" R

CP

6" CLAY

" P

VC

" R

CP TO 12

" P

VC

0 22

ST

ST

ST

ST

ST

ST

ST

SCALE: 1"=10'

10 20

5 15

N

EROSION CONTROL NOTES:

1. SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND

REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF INTENT"(NOI) FROM ADEM THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCE WITH ADEM RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

4. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM AND ARE DEPENDENT ON THE CONTRACTOR'S CONSTRUCTION PHASING OF THE PROJECT. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. ADDITIONAL MEASURES MAY INCLUDE, AS MINIMUM, TEMPORARY SEDIMENT BASINS, CONSTRUCTION EXITS PAD, VEHICLE WASH RACKS, SILT FENCING, STRAW AND RIP RAP CHECK DAMS, DIVERSION DITCHES, ETC. THESE ADDITIONAL MEASURES SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

5. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES , CHECK DAMS, FILTER BERMS, JUTE MATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR

REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER.

7. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALL GREATER THAN 0.75 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD.

8. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND

DRESSED.

9. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO

ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS.

10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED

AT THE END OF EACH WORKDAY.

11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE

AREAS AT ANY ONE TIME.

12. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH

[ALDOT SPECIFICATIONS SECTION 652 AND 656.]

13. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISE

INDICATED ON THE LANDSCAPE PLAN.

14. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE

INSTALLED.

NEW BUILDING

FFE = 224.00

B6/C6

SILT FENCINGSB

WIP

CEP

WATTLE INLET PROTECTION

CONSTRUCTION EXIT PAD

TOPSOIL

SS

ECB

DV

PS

TS

SOD

MU

EROSION CONTROL BLANKET

DIVERSION BERM

PERMANENT SEEDING

TEMPORARY SEEDING

SODDING

MULCHING

SB

SB

SB

TS

MU

TS

MU

TS

MU

TS

MU

TS

MU

TS

MU

TS

MU

TS

MU

WIP

WIP

SOD

SOD

ECB

ECB

ECB

ECB

VEHICLE FUELING AND

MAINTENANCE AREA

PROJECT SIGN

PROJECT RAIN GAUGE

CEP

VEHICLE WASHDOWN AREA

CONCRETE

WASHOUT AREA

SILTSOXX

TSG

SS

SB

SB

SB

SB

TSG

PS

TSG

PS

TSG

PS

TSG

PS

TSG

PS

TSG

PS

TSG

PS

TSG

PS

WIP

B7/C7

FLOW

SURFACE FLOW

12" WATTLE

SURFACE FLOW

SURFACE FLO

W

WOOD STAKE

DETAIL 1

DIRECTION (TYPICAL)

STORM SEWER

DROP INLET

WOOD STAKE

SEE DETAIL 2 STORM SEWER

DROP INLET

DIRECTION (TYPICAL)

DIRECTION (TYPICAL)

ANCHOR THROUGH NETTING

ANCHOR THROUGH

NETTING

STORM SEWER CURB INLET

PLAN VIEW

WOOD STAKE

CHANNEL BOTTOM

WOOD STAKE

WOOD STAKE TO

ONLY PENETRATE

NETTING, NOT

CORE MATERIAL

STAKE DETAIL 1

FLOW

STAKE DETAIL 2

2'

MI

N

2'

MI

N

WOOD STAKE TO ONLY PENETRATE

NETTING, NOT CORE MATERIAL

NOTE:

WATTLES MAY BE A STRAW

WATTLE, A CURLEX SEDIMENT

LOG, OR APPROVED EQUAL.

MAINTENANCE SCHEDULE:

REMOVE SEDIMENT DEPOSITS PROMPTLY AFTER IT HAS ACCUMULATED TO 1/2 OF THE ORIGINAL CAPACITY, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED WATTLES. INSPECT PERIODICALLY

FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES. REPAIR DAMAGED BARRIER

IMMEDIATELY.

12" WATTLE

12" WATTLE 12" WATTLE

12" WATTLE

WATTLE INLET RPOTECTION

N.T.S.

C-6

DROP INLET PROTECTION

CURB INLET PROTECTION

WIP

GEOTEXTILE

PIN GEOTEXTILE

AT INLET 5" O.C.

EXTEND GEOTEXTILE

1' BEYOND WATTLE

GEOTEXTILE

ROLL NO. 1

ROLL NO. 2

ROLL NO. 3

5'

INSTALLATION:

1. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM.

2. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID CHANNEL AND PINNED WITH TEMPORARY

STAKES TO MAINTAIN ALIGNMENT.

3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND FIRST ROLL. USE CENTER

ROLL FOR ALIGNMENT TO CHANNEL CENTER.

4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE.

5. USE 3" OVERLAP AND STAKE AT 5' INTERVALS ALONG SEAMS.

6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT LINING AT ROLL ENDS.

7. ANCHOR PRODUCTS SO THAT A CONTINUOUS, FIRM CONTACT (NO TENTING) WITH THE SOIL

SURFACE/SEED BAD IS MAINTAINED.

SEQUENTIAL ROLL RUN OUT

IN CHANNELS

3' OVERLAP

5'

PICTORIAL VIEW OF TRANSVERSE SLOT

9"STAKE

6"

38"

MAINTENANCE

INSPECT AFTER STORM EVENTS UNTIL VEGETATION IS ESTABLISHED

FOR EROSION OR UNDERMINING BENEATH BLANKETS. IF ANY AREA

SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET, ADD

TAMPED SOIL AND RESEED; THEN RESECURE THE BLANKETS

IF BLANKETS SHOULD BECOME DISLOCATED OR DAMAGED, REPAIR

OR REPLACE AND RESECURE IMMEDIATELY.

EROSION CONTROL BLANKET

N.T.S.

C-6ECB

FRONT VIEW

6" MIN. TRENCH

10' MAX O.C.

SIDE VIEW

FLOW

" M

IN

" M

IN

" M

IN

" M

IN

SPECIAL NOTES:

1. SILT FENCE FABRIC SHALL BE PER TABLE SB-1 FROM THE LATEST ALABAMA EROSION

CONTROL HANDBOOK.

2. USE D.O.T. APPROVED WOVEN WIRE FENCE.

3. USE 5' MIN. STEEL POSTS (1.3 LB/FT MIN.).

WOVEN WIRE

FENCE BACKING

"-3

2" M

IN

STEEL POSTS

GROUND LINE

STEEL POST

WOVEN WIRE FENCE

GEOTEXTILE FABRIC

GROUND LINE

COMPACTED SOIL

6" MIN.6"

M

IN

NOTES:

1. THE WOVEN WIRE FENCING SHALL BE FASTENED TO THE UPSTREAM SIDE OF POSTS

BY STAPLES OF WIRE TIES.

2. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TO THE WOVEN WIRE FENCING.

MAINTENANCE SCHEDULE:

REMOVE SEDIMENT DEPOSITS WHEN THEY REACH A DEPTH OF 15" OR 1/2 THE HEIGHT

OF THE FENCE AS INSTALLED TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE

NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. SHOULD THE FABRIC OR SILT

FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT

PROMPTLY.

(TYPE A)

SILT FENCE - TYPE A

N.T.S.

C-6SB

LOOP GEOTEXTILE FABRIC

OVER POSTS AND WIRE

FASTENER

"-3

2" M

IN

HOGWIRE FASTENERS

EVERY 2'

BERM

BERM

BE

RM

3:1

3:1 3:1

3:1

B

OR AS REQUIRED TO

CONTAIN WASTE CONCRETE

SECTION B

SECTION A

CONCRETE WASHOUT AREA INSTALLATION NOTES

1. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY

CONCRETE PLACEMENT ON SITE.

2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE

WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY

INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO

OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

3. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM

CONSTRUCTION.

4. IMPERMEABLE PLASTIC SHEETING SHALL BE 30 MIL TO PREVENT ANY

TEARING, PUNCTURES, OR LEAKING.

CONCRETE WASHOUT AREA MAINTENANCE NOTES

1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND

ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY

FOR WASTED CONCRETE.

2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED

FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.

3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED

AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED.

4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.

SIGN

8'x8' MIN.

IMPERMEABLE

PLASTIC

MEMBRANE

8'x8' MIN.

12" MIN.

3:1 OF FLATTER

SIDE SLOPES

GROUND SURFACE

IMPERMEABLE PLASTIC MEMBRANEBERM AROUND

PERIMETER

2'-0" MIN.

COMPACTED EMBANKMENT

MATERIAL (TYP.)

CONCRETE WASHOUT AREA

N.T.S.

C-6

VW

15' MIN

50' MIN

1" TO 2 12" SIZE COARSE AGGREGATE

8" M

IN

GROUND SURFACE

1.0%

MIN

NOTE:

1. SEE SILT FENCE DETAIL FOR INSTALLATION

2. SEE DETAIL FOR WATTLE CHECK DAM

INSTALLATION

SILT FENCE

WATTLE

CHECK DAM

DIVERSION BERM

VEHICLE WASHDOWN AREA

N.T.S.

C-6

NOTES:

1. ANY DISTURBED AREA SHALL, WITHIN FOURTEEN (14) DAYS OF

STOPPING WORK, BE PLANTED OR OTHERWISE PROVIDED WITH

GROUND COVER, MATERIALS, DEVICES, AND/OR STRUCTURES

SUFFICIENT TO RESTRAIN ALL FORMS OF EROSION, TO THE

MAXIMUM EXTENT PRACTICABLE.

2. CONTRACTOR TO COORDINATE PERMANENT SEEDING WITH

OWNER.

TABLE MU-1

MULCHING MATERIALS AND

APPLICATION RATES

MATERIAL RATE PER ACRE

(PER 1,000 SQ.FT.

NOTES

STRAW WITH

SEED

1 1/2 - 2 TONS

(70 LBS - 90 LBS)

SPREAD BY HAND OR MACHINE TO ATTAIN 75%

GROUNDCOVER; ANCHOR WHEN SUBJECT TO

BLOWING.

STRAW ALONE

(NO SEED)

2 1/2 - 3 TONS

(115 LBS - 160 LBS)

SPREAD BY HAND OR MACHINE; ANCHOR WHEN

SUBJECT TO BLOWING.

WOOD CHIPS 5-6 TONS

(225 LBS - 270 LBS)

TREAT WITH 12 LBS. NITROGEN/TON.

BARK 35 CUBIC YARDS

(0.8 CUBIC YARD)

CAN APPLY WITH MULCH BLOWER.

PINE STRAW 1-2 TONS

(45 LBS - 90 LBS)

SPREAD BY HAND OR MACHINE; WILL NOT BLOW

LIKE STRAW.

PEANUT HULLS 10-20 TON

(450 LBS - 900 LBS)

WILL WASH OFF SLOPES. TREAT WITH 12 LBS.

NITROGEN/TON.

TABLE TS-1

COMMONLY USED PLANTS FOR TEMPORARY COVER

SPECIES SEEDING RATE

PER AC PLS

NORTH CENTRAL SOUTH

MILLET, BROWNTOP, OR

GERMAN

40 LBS MAY 1 -

AUG 1

ARP 1 -

AUG 15

APR 1 -

AUG 15

RYE 3 BU SEPT 1 -

NOV 15

SEPT 15 -

NOV 15

SEPT 15 -

NOV 15

RYEGRASS 30 LBS AUG 1 -

SEPT 15

SEPT 1 -

OCT 15

SEPT 1 -

OCT 15

SORGHUM - SUDAN HYBRIDS 40 LBS MAY 1 -

AUG 1

APR 15 -

AUG 1

APR 1 -

AUG 15

SUNDANGRASS 40 LBS MAY 1 -

AUG 1

APR 15 -

AUG 1

APR 1 -

AUG 15

WHEAT 3 BU SEPT 1 -

NOV 1

SEPT 15 -

NOV 15

SEPT 15 -

NOV 15

COMMON BERMUDAGRASS 10 LBS APR 1 -

JULY 1

MAR 15 -

JULY 15

MAR 1 -

JULY 15

CRIMSON CLOVER 10 LBS SEPT 1 -

NOV 1

SEPT 1 -

NOV 1

SEPT 1 -

NOV 1

TABLE PS-1

COMMONLY USED PLANTS FOR PERMANENT

COVER WITH SEEDING RATES AND DATES

SPECIES SEEDING RATE

PER AC PLS

NORTH CENTRAL SOUTH

BAHIAGRASS,

PENSACOLA

40 LBS -- MAR 1 -

JULY 1

FEB 1 -

NOV 1

BERMUDAGRASS,

COMMON

10 LBS APR 1 -

JULY 1

MAR 15 -

JULY 15

MAR 1 -

JULY 15

BAHIAGRASS,

PENSACOLA

BERMUDAGRASS,

COMMON

30 LBS

5 LBS

-- MAR 1 -

JULY 1

MAR 1 -

JULY 15

BERNUDAGRASS,

HYBRID (LAWN TYPES)

SOLID SOD ANYTIME ANYTIME ANYTIME

BERNUDAGRASS,

HYBRID (LAWN TYPES)

SPRIGS

1/SQ FT

MAR 1 -

AUG 1

MAR 1 -

AUG 1

FEB 15 -

SEPT 1

FESCUE, TALL 40 - 50 LBS SEPT 1 -

NOV 1

SEPT 1 -

NOV 1

SERICEA 40 - 60 LBS MAR 15 -

JULY 15

MAR 1 -

JULY 15

FEB 15 -

JULY 15

SERICEA & COMMON

BERMUDAGRASS

40 - 60 LBS

10 LBS

MAR 15 -

JULY 15

MAR 1 -

JULY 15

FEB 15 -

JULY 15

SWITCHGRASS, ALAMO 4 LBS APR 1 -

JUN 15

MAR 15 -

JUN 15

MAR 15 -

JUN 15

PLS MEANS PURE LIVE SEED AND IS USED TO ADJUST SEEDING RATES. FOR EXAMPLE:

TO PLANT 10 LBS PLS OF A SPECIES WITH GERMINATION OF 80% AND 10% INERT MATERIAL

-> 10 LBS / 0.70 = 14.3 LBS.

N.T.S.

MULCHING, TEMPORARY SEEDING, &

PERMANENT SEEDING DIRECTIONS

SECTION

FLOW

CONCRETE BLOCKS OR SAND BAGS

SIZED AS NEEDED (10' O.C.)

SiltSoxx TM (8",12", or 18" TYP)

EXISTING GRADE

PAVEMENT OR

IMPERVIOUS SURFACE

CONCRETE BLOCKS OR SAND BAGS

SIZED AS NEEDED (10' O.C.)

WATER FLOW

WORK AREA

SILTSOXX (8", 12", 18" TYP)

NOTES:

1. ALL MATERIAL TO MEET SPECIFICATIONS.

2.FILTER MEDIA TO MEET APPLICATION

REQUIREMENTS.

3.FILTER MEDIA TO BE DISPERSED ON SITE,

AS DETERMINED BY ENGINEER.

PLAN

SiltSoxxTM for Sediment Control on Pavement N.T.S.

C-6

C-6

B8/C8

CONCRETE WALK SECTION

CONTRACTION JOINT

1/8"

VARIES

1/4" PER FOOT CROSS SLOPE

(UNLESS OTHERWISE SHOWN)

NOTES:

1. CONTRACTION (SAW CUT) JOINTS TO BE EVERY 5 TO 8 FEET WITH A MAXIMUM

SPACING OF TWICE THE SLAB THICKNESS IN FEET; CUT TO A DEPTH OF 1''

MINIMUM TO 1 13 '' MAXIMUM.

2. CUT CONTRACTION JOINTS BETWEEN 2 HOURS AND 12 HOURS OF CONCRETE

PLACEMENT.

3. PLACE ISOLATION JOINTS WHEN ADJACENT TO BUILDINGS, CURBS, ETC. USE A 12"

THICK PRE-MOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR

D1752 TO CREATE A BOND BREAK. INSTALL JOINT SEALER OVER JOINT FILLER.

4. CONCRETE TO BE 4000 PSI COMPRESSIVE STRENGTH UNLESS OTHERWISE

NOTED.

5. PLACE SIDEWALK ON COMPACTED SUBGRADE- 98% STANDARD PROCTOR

DENSITY (ASTM D1557) UNLESS OTHERWISE NOTED.

FINISHED GRADE

4" CONCRETE PAVEMENT

R1/8"

TYPICAL SIDEWALK DETAIL

N.T.S.

C-3

4''

1" TO 11

3"

ISOLATION JOINT

1/2"

SEE NOTE 3

1" TYP.

SUB GRADE CAREFULLY PLACED AND

COMPACTED SELECTED EARTH

BEDDING IN 6" LAYERS

6"

MIN.6"

MIN.

VARIES

VA

RI

ES

DIA.

SELECT GRANULAR MATERIAL

(SEE SPECIFICATIONS)

SPRING LINE

1'

4" T

HI

CK

6"

T O

" P

IP

E

6" T

HI

CK

" A

ND

LA

RG

ER

P

IP

E

TYPICAL PIPE BEDDING AND INITIAL

BACKFILL UNDER UNIMPROVED SURFACES

N.T.S.

C-5

B

NOTE:

BASE SECTION SHALL BE SET ON FOUNDATION OF COMPACTED NO.

57 OR NO. 67 COMPACTED STONE AGGREGATE A MINIMUM OF 12"

THICKNESS AND COVERING THE ENTIRE BOTTOM OF THE

EXCAVATION FOR THE MANHOLE.

5" 4' DIAMETER 5"

4" MORTER

D"

INVERTAPPROVED NON-SHRINKING GROUT

6" MI

N.

"D" (FOR LARGEST PIPE

ENTERING MANHOLE)

6" MIN. (IF MANHOLE HEIGHT IS

GREATER THAN 10' MIN. BASE

SECTION THICKNESS SHALL BE 12")

D/

SECTION A-A

FACTORY CAST OPENINGS

MIN. 2" CLEARANCE IS REQUIRED

ON ALL INCOMING PIPES.

SERVICE LINE

DEFLECTION ANGLE

PLACE STEPS ON LEAST

OBSTRUCTED WALL

THE INVERT OF ALL LATERAL PIPES

SHALL BE SET AT THE SPRING

LINE OF THE OUTFALL PIPE

OR AS INDICATED IN THE PLANS.

FINISHED GRADE

NOTE:

PRECAST SECTION

SHALL BE REINFORCED

AS PER ASTM C478

TOP OF PAVEMENT

MANHOLE FRAME AND COVER

PER LOCAL STANDARDS

3'

2'

MA

X.

1'- 4"

(T

YP

PRECAST

RISER

SECTIONS

5" 4' 5" MANHOLE STEPS

(PER LOCAL STANDARDS)

VA

RI

AB

LE

D

D

2'

MA

X.

A

TYPICAL

LATERAL

PIPE

SPRING

LINEB

APPROVED NON-SHRINKING

GROUT

FL IN

FL OUT1" MI

N.D/

A

SECTION

SECTION B-B

SANITARY SEWER MANHOLE

N.T.S.

C-5

SOIL BEARING LOAD

P.S.F.

SOIL BEARING LOAD

MUCK

SOFT CLAY

SILT

SANDY SILT

SAND

SANDY CLAY

HARD PAN

1,000 1,500 3,000 4,000 6,000 9,000

*BASED ON 150 PSI TEST PRESSURE

20" 18" 16" 14" 12" 10" 8" 6" 4"

THRUST AT FITTINGS IN POUNDS*

PIPE SIZE 90° BEND

2,666 5,998

10,663 16,661 23,992 32,655 42,652 53,981 66,643

45° BEND

1,443 3,246 5,771 9,017

12,984 17,673 23,083 29,214 36,067

22.5° BEND

1,655 2,942 4,597 6,619 9,010

11,768 14,893 18,387

TEE OR PLUG

1,885 4,241 7,540

11,781 16,965 23,091 30,160 38,170

47,124WIDTH OF THRUST BLO

CK

DE

PT

H

OF

TH

RU

ST

B

LO

CK

END AREA OF THRUST BLOCK

(IN SQUARE FEET) = ---------------------------------------------------

SOIL BEARING LOAD (AT FITTING)

THRUST (AT FITTING)

24" 95,966 51,937 26,477 67,858

X 1.5

NOTE: THE WIDTH OF THE THRUST

BLOCK SHALL BE 2X THE DEPTH OF THE

THRUST BLOCK.

UNDISTURBED SOIL

3000 P.S.I. CONCRETE

THRUST

BLOCK THRUST BLOCK

WATER MAIN

TYPICAL THRUST BLOCK

N.T.S.

C-5

18"

SQUARE

CONCRETE

4" D.I.P.

4" - 30° D.I. BEND

4" X D" D.I. WYE

D"

3"

ENCASE WYE IN CONCRETEIF LINE ENDS AT THIS

POINT, A PLUG SHALL BE

INSTALLED IN THE BELL.

9"

JOSAM #58900 CLEANOUT C.I.

FERRULE AND BRASS PLUG

MI

NI

MU

M

CO

VE

R

SE

E

SP

EC

IF

IC

AT

IO

NS

TYPICAL CLEANOUT

N.T.S.

C-5

1'-6" SQUARE

6"

VARIABLE

VA

RI

AB

LE

FINISH GRADE

# 4 BARS PLACED IN

CENTER EACH WAY

4,000 PSI CONCRETE

ADJUSTABLE VALVE BOX

TYPICAL GATE VALVE

N.T.S.

C-5

FINISHED GRADE

AL

L P

IV

'S

S

TD

. H

T.

AS

P

ER

F

IR

E

CO

DE

MUELLER CO. ADJUSTABLE TYPE

INDICATOR POST, MODEL A-20800

OR APPROVED EQUAL WITH TAMPER

SWITCHES. COORDINATE WITH

ELECTRICAL FOR MONITORING.

COMPACTED SOIL

MATERIAL

LE

NG

TH

T

O

SU

IT

B

UR

Y

D.I. PIPE

MUELLER CO. MODEL A-2052-16 PIV

OR APPROVED EQUAL.

TYPICAL POST

INDICATOR VALVE SETTING

N.T.S.

C-5

CONCRETE SIDEWALK DETAIL

WWR - SEE

SEE MECH. AND ELEC. DRAWINGS

#4@12 EW T&B

COORDINATE SIZE, NUMBER

AND LOCATION OF ANCHOR

RODS WITH EQUIP. SUPPLIER

#3@36 EW

1" ISOLATION

JOINT

1'-0"

EQUIPMENT PAD FOUNDATION DETAIL

N.T.S.

#4@12 EW T&B

1'-4" MIN

2'

MA

X

8" M

IN

2 #4 CONT.

HOOK BAR AT TURN DOWN SIDE #4 @ 12 DWLS

TURNDOWN SLAB END CONDITION

C-5

VARIES

STABLE SUBGRADE

APPROVED BY

GEOTECH

LOWER LIMIT OF

IMPROVED SURFACE

6"

MIN.

6"

MIN.

VA

RI

ES

DIA.

SELECT GRANULAR MATERIAL

(SEE SPECIFICATIONS)

SPRING LINE

1'

4" T

HI

CK

6"

T O

" P

IP

E

6" T

HI

CK

" A

ND

LA

RG

ER

P

IP

E

FINAL BACKFILL COMPACTED

MATERIAL PLACED IN 6" LAYERS

TYPICAL PIPE BEDDING AND INITIAL

BACKFILL UNDER IMPROVED SURFACES

N.T.