INTEROFFICE MEMORANDUM

(1)

INTEROF

TO: TrakIt FROM: Jes SUBJECT:

DATE: Nov CC: Scott S

Marana Wa questions,

FFICE ME

sse Schultz, : Submittal N vember 2, 20 Schladweiler

ater has revi do not hesit

MORAND

P.E., Water No. 1 – Glad

020 r, Stephen D

iewed the su ate to conta

UM

r/Water Rec dden Farms Dean, Amand

ubject projec ct me at (52

lamation En II Block 27 P da Jones

ct. Please re 20) 382-2575

gineer Ph II Sewer

evise and res 5.

(ENG2010-0

submit. Shou 003)

uld you havee any

(2)

18

19

20 21 23 22

24 25

26 27 28 29 30 31 80 81

8 4

CA "A-11"

CA "A-10"

82 83

84 85

P H

A S

E 2 P

H A

S E

1 P H A S E

2

(PUBLIC STREET)

PAVING & SEWER PLANS FOR

BLOCK 27 PHASE 2 GLADDEN FARMS

M ARANA AZ

W ATER TAKEOFF QUANTITIES*

CONTRACTOR TO PERFORM HIS/HER OWN

* QUANTITIES FOR ESTIMATION ONLY,

QUANTITIES TABLE

8" SEWER MAIN LF

4' MANHOLE EA

2,607

BASIS OF BEARING

S00°30'03"E.

"PCHD3" AT THE SOUTHWEST CORNER OF SAID SECTION. SAID BEARING BEING

ALUM CAP STAMPED "17436" AT THE WEST QUARTER AND A FOUND 1/2" REBAR TAGGED MERIDIAN, PIMA COUNTY, ARIZONA. SAID LINE MONUMENTED BY A FOUND 1 1/2"

OF SECTION 35, TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT RIVER

THE BASIS OF BEARING FOR THIS PROJECT IS WEST LINE OF THE SOUTHWEST QUARTER

BASIS OF ELEVATION

(NAVD 88)

16'+/- SOUTH OF THE SOUTHEAST CORNER OF A WELL SITE. ELEVATION = 2011.61 A CONCRETE BOX W/GRATE. 41'+/- NORTHWEST OF THE WEST QUARTER SECTION 35 AND PIMA COUNTY OPUS CONTROL POINT 11S11E_17. A "+" ON THE SOUTHEAST CORNER OF

TOP OF CURB ELEVATION

LOT REQUIRES BACKWATER VALVE ON HCS

A = DETAIL IDENTIFICATION, 1 = SHEET SHOWING DETAIL

PAVEMENT MARKINGS

EXIST SEWER AND MANHOLE EXIST WATERLINE W/VALVE

EXIST UNDERGROUND ELECTRIC LINE EXIST GAS LINE

EXIST CURB & PAVEMENT PROJECT BOUNDARY

SD 213

(FOR REFERENCE ONLY) PROPOSED MH W/CONC COLLAR

NEW WATERLINE W/VALVE

SD 200 SD 103

TC 52.50

A 1

LEGEND

EXIST ELEVATION

(FOR REFERENCE ONLY) SD 209

A.C. PAVING (REGULAR) 6" VERTICAL CURB (TYPE 2)

6" x 12" CONCRETE HEADER

PROPOSED SEWER

STORM DRAIN

DETAIL REFERENCE

CONCRETE SIDEWALK SURVEY MONUMENT

PHASE LINE LOT NUMBERS TEP TRANSFORMER

(FOR REFERENCE ONLY) (FOR REFERENCE ONLY)

SHEET INDEX TEP PEDESTAL CENTERLINE

(49.50)

23

RWRD 104

RWRD 205, RWRD 212

CITY OF TUCSON.

5) PAVEMENT MARKING DESIGN MANUAL (AUGUST 2008 EDITION), PIMA COUNTY

STANDARD DETAILS/DRAWINGS STANDARD SPECIFICATIONS

WORK TO BE DONE

CITY OF TUCSON.

6) TRAFFIC SIGNING DESIGN MANUAL (MAY 2002 EDITION), PIMA COUNTY AND PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT.

2) STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION (2016 EDITION)

PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT.

2) STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION (2016 EDITION)

ITEM STANDARD DETAIL SYMBOL

ACCORDING TO THESE PLANS AND SPECIFICATIONS AND STANDARD DETAILS:

THE IMPROVEMENTS AND GRADING CONSIST OF THE FOLLOWING WORK TO BE DONE

ASSOCIATION OF GOVERNMENTS (PAG).

1) STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (2015 EDITION), PIMA

ASSOCIATION OF GOVERNMENTS (PAG).

1) STANDARD DETAILS FOR PUBLIC IMPROVEMENTS (2015 EDITION), PIMA

EXIST ROW LINE

RWRD 205, RWRD 211

2

SR-209 - PG 2 SINGLE PHASE TRANSFORMER

CATV TELE

SR-209 - PG 3 - SINGLE PHASE PED

CATV TELE

PROPOSED 4' SEWER MANHOLE

W S

E

G

CURB ACCESS RAMP TOM SD 600-1 & 600-2 SD 209

5" WEDGE CURB

OWNER/DEVELOPER

FOR SEWER NOTES SEE SHEET 10 FOR GENERAL NOTES SEE SHEET 3

1

1" = 100'

N/A SEE DETAIL H, SHEET 13

ENG2010-00X/S-2021-00X

BWV

SEWER SERVICE

SHEET INDEX

BY: P.E.

BY: A.I.C.P.

TOWN OF MARANA PLANNING DIRECTOR

TOWN OF MARANA DEVELOPMENT ENGINEER/TOWN ENGINEER

DATE DATE

ACCEPTED

BY: A.I.C.P.

TOWN OF MARANA PLANNING DIRECTOR DATE

DATE MARANA WATER DIRECTOR

BY:

AS-BUILT CERTIFICATION

AND BELIEF.

ACCURATELY DEPICTS EXISTING FIELD CONDITIONS TO THE BEST OF MY KNOWLEDGE WERE BASED ON AN AS-BUILT SURVEY CONDUCTED UNDER MY SUPERVISION AND

I HEREBY CERTIFY THAT THE "AS-BUILT ANNOTATIONS" PROVIDED ON THIS DRAWING

REGISTRATION NUMBER EXPIRES

REGISTERED LAND SURVEYOR DATE

CONTACT: DEAN WINGERT (520) 888-3962

TUCSON, ARIZONA 85705

333 EAST WETMORE ROAD, SUITE 250 c/o CROWN WEST LAND GROUP

GLADDEN PHASE II, L.L.C.

OFFSITE.

AT (520) 628-5376. THEY WILL COME OUT AND RELOCATE THE BIRD(S) DURING GRADING, PLEASE CALL THE ARIZONA GAME AND FISH DEPARTMENT IN THE TOWN OF MARANA. IF GRADING CREWS FIND A BURROWING OWL BURROWING OWL IS KNOWN TO OCCUR IN AND AROUND AGRICULTURAL FIELDS GROUND, PARTICULARLY ALONG THE PERIMETER OF FIELDS. THE

ALERT FOR BURROWING OWLS WHICH CAN BE SPOTTED STANDING ON THE DURING CONSTRUCTION, THE TOWN ENCOURAGES GRADING CREWS TO BE 11.

RELEASE OF ASSURANCES.

ACCEPTED PLANS PRIOR TO REQUEST FOR FINAL INSPECTION OR THE PROJECT WAS CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE A REGISTERED ENGINEER (OR LAND SURVEYOR) MUST CERTIFY THAT THIS 10.

TO UTILITIES CAUSED BY HIS OPERATIONS.

COMPLETELY RESPONSIBLE FOR COSTS INCURRED AS A RESULT OF DAMAGE WITHIN THE WORK AREA. THE CONTRACTOR SHALL BE SOLELY AND

VERIFICATION OF THE LOCATION AND ELEVATION OF ALL UTILITIES

LEAST 2 WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION, TO REQUEST SERVICE EXISTS. THE CONTRACTOR SHALL CALL ARIZONA 811 AT 811, AT PLANS; THEREFORE, THE POSSIBILITY OF CONFLICTS WITH UTILITIES IN AND THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN ON THE COMPANIES OR AGENCIES. UTILITY LOCATIONS SHOWN ARE APPROXIMATE, AVAILABLE RECORDS AND INFORMATION PROVIDED BY THE UTILITY

UTILITY LOCATIONS AS SHOWN ON THE PLANS ARE BASED ON A SEARCH OF 9.

OTHERWISE NOTED.

ALL STATIONING IS MEASURED ALONG STREET CENTERLINE, UNLESS 8.

28-650.

§ ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S.

IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC. SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE 7.

FOR REVIEW AND APPROVAL BY THE TOWN ENGINEER.

SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL IMPROVEMENT PLANS CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ENGINEER SHALL OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE

IF ANY UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE 6.

AGENCIES.

THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL 5.

SAFETY AND HEALTH ADMINISTRATION REGULATIONS.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL 4.

STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED.

PUBLIC IMPROVEMENTS, SECTION 1006, CLASS S, 3,000 PSI COMPRESSIVE ALL CONCRETE SHALL COMPLY WITH PAG STANDARD SPECIFICATIONS FOR 3.

SPECIFIED.

FOR PUBLIC IMPROVEMENTS, SECTION 406, MIX #2, UNLESS OTHERWISE ASPHALTIC CONCRETE SHALL CONFORM TO PAG STANDARD SPECIFICATIONS 2.

VEHICLE IS WB-40.

THE DESIGN SPEED FOR THESE STREETS ARE 25 MPH. THE DESIGN 1.

11

SCALE: 1"= 100'

0' 50' 100' 200' MW-2021-052

MW-2021-053

MW-2021-061

MW-2021-057

MW-2021-054

109 110 111 112 113

114 115

116 117 118

102 103 104 105 106

107 108

119 120

143 142 141 140

147 146 145 144

MW-2021-055

MW-2021-056

MW-2021-059

MW-2021-060

MW-2021-058

MW-2021-062

86 87 88 89 90

91 92 93 94

96 95

98 97 99 100 101

121 122 123

124 125

126 127

128 129 130 131 132 133 134 135 136 137 138

139 148 149 150

151 152

153 154

155 156

157 158

159 160

161 162

163 164

165 166

167 168

169 170 171 172 173 CA "B-1"

CA "B-2"

C A "A -3 "

C A " A -4 "

CA "B-3"

CA "A-9"

C A " A -8 "

C A " A -7 "

8

(PU BL

IC ST

RE ET

)

N C L

A R K

F A R M

S B O U

L E V A

R D W MOORE ROAD

(PUBLIC

STREET)

U E E N A V E Y T L A H

W N

T) EE TR S IC BL PU (

W E MB R E Y DR

(PUBLIC STREET)

4

5

6

7

7 8 8

4 4 W

G

O U L D IN G D

R IV E

W H

A L S E Y D R IV

E W

L I N D E

R D R I V

E

5

(P UBLIC

STREET)

LOTS 82-173 & COMMON AREAS "A", "B"

E: 923378.13 N: 523354.89 (S-2021-002)

EXIST MH #MW-2021-012 POINT OF CONNECTION E: 923248.18

N: 523925.87 (S-2021-002)

EXIST MH #MW-2021-016 POINT OF CONNECTION

STAMPED "17436"

FND 1 1/2" ALUM CAP

S00°30'03" E

BASISOFBEARING

TAGGED "PCHD3"

FND 1/2" REBAR ELEVATION

BASIS OF

(S-2021-002) MW-2021-010

(S-2021-002) EXIST 8" PVC

(S-2021-002) MW-2021-011 (S-2021-002)

EXIST 8" PVC (S-2021-002)

EXIST 8" PVC

CA "A-1"

CA "A-2"

CA "A-5"

CA "A-6"

W H A

R R I G

A N D R

I V E

(PU BL

IC ST

REE T)

D R IV E W

L A T IM O R E

(PUBLIC

STREET)

(PU BL

IC ST

RE ET

)

PAVING AND STANDARD DETAILS 12

SIGNING AND STRIPING NOTES & DETAILS 11

SIGNING AND STRIPING PLANS 10

HCS DATA, SEWER DETAILS AND SEWER NOTES 9

PAVING AND SEWER PLANS 4-8

NOTES AND HORIZONTAL DATA 3

MARANA GENERAL NOTES AND STANDARD DETAILS 2

COVER SHEET 1

7) SUBDIVISION STREET STANDARDS MANUAL, TOWN OF MARANA (2016 EDITION)

MARANA PAVING NOTES

BWV BWV BWV BWV

BWV

BWV BWV

BWV

REVISIONDATEBYNO.

SHEET S

C A

L E

working days before you begin excavation Contact Arizona 811 at least two full

Call 811 or click Arizona811.com

R

HORIZ :

VERT :

APPROVEDBY:

CHECKEDBY:DATE: DATE:

DESIGNEDBY: DRAWNBY:

DATE: DATE:

P H A S E 2 B L O C K 2 7 G L A D D E N F A R M S

PAVING&SEWERPLANSPREPAREDFOR:

C O M M O N A R E A S " A ", " B

L O T S 8 2 -1 7 3 A N D

RSM

SQH 09/2020

09/2020 09/2020

09/2020 BMP

BMP

J-5011

12 ENG2010-00X S-2021-00X

27 26 35 34

MOORE AD RO

HW Y

GR AN

DE I-

10 CA

SA

SCALE: 3" = 1 MILE

LOCATION MAP PROJECT

THIS

+1005

LON ADAMS

ROAD

1 2

16

4

18 2

2 6

7

8

10 9

11 12

13 14

15

5 5 5

5

3

2 1

2 3 4 5 6 7 8 9 10 11 12 13 14

SEQ #20192910094 SEQ #20181100137

SEQ #20071020612

SEQ #20040110791 SEQ #20032160454 SEQ #20052030148 SEQ #20051970423 SEQ #20061300698 SEQ #20072170310 SEQ #20060970432 SEQ #20051750608 SEQ #20032160452 SEQ #20040700645 SEQ #20051340763 SEQ #20121740308

15

SEQ #20173130070 16

R TE ET KE MI

RD VA E UL BO 17

SEQ #20182500081 17

SEQ #20193310053 18

19

19 SEQ #20190530029

PIMA COUNTY, ARIZONA G & SRM TOWN OF MARANA

SECTION 35, T 11 S, R 11 E

ACCEPTANCE BLOCK

3 4

THIS SEWER IS TOO FLAT- CONNECT IN CLARK FARMS WITH A POLYMER MH- SEE PROFILE SHEETS

SEE TABLE SHEET 9

PRIVATE HCS

(3)

0'

SCALE: 1"= 40'

40'

20' 80'

0'

SCALE: 1"= 40'

40'

20' 80'

10+00 11+00 12+00 21+00 22+00 23+00

8+00 9+00 20+00

2010

>

2000

2010

>

2000

109

108 97 90

88 89 86 87

85 84

82 83

107

106

96 98 99

22+73.54,EC RADIUSPOINT

23+14.90,34.00'RT

OF CONSTRUCTION

REMOVED AT BEGINNING CONC HEADER TO BE POST BARRICADES AND

E:923248.18

N:523925.87

(S-2021-002)

EXISTMH#MW-2021-016

POINTOFCONNECTION

P H A S E 1 P H A S E 2

P H

A S

E 2

P H

A S

E 1

APPROVED

LANDSCAPE PLANS

STAMPED ASPHALT

ENTRY, SEE

3-4" IR RIG

ATIO N

SLEEVES

3

3-4" IR RIG

ATIO N

SLEEVES

G 12 G

12

F 12

95

173

60' 48'

BEGIN CURB

TRANSIT IO

N

&

GUTTER PER

SD 209,

11+69.6 5, 24.0

0' LT END

1(G ) CURB

PER SD

210, BEGIN WEDGE

CURB

PCR, END 10' CURB

TRANSIT IO

N

11+79.6 5, 22.2

9' LT

PER SD

210, BEGIN WEDGE

CURB

PCR, END 10' CURB

TRANSIT IO

N

11+87.12, 22.2 9' RT

BEGIN CURB

TRANSIT IO

N

&

GUTTER PER

SD 209,

11+77.12, 24.0 0' RT

END 1(G

) CURB

HCS HCS HCS HCS HCS HCS HCS

HCS

20+52.31,14.00'LT 20+57.31,15.50'LT 20+68.25,15.50'LT

SEEGRADINGPLANS

CA "A-2"

CA "A-1"

S R M F A

R K L A C N

R D V A L E O U B

93 94

92

91 SHEE T 8 SEE W

M O

O R

E R

O A

D

1

23+14.90,POINT

(N WHATLEY AVENUE)

(W

LINDER

DRIVE)

(W LIND

ER D RIV

E)

S H E E

T 5 S E

E

S H E E

T 5 S E

E

W LATIMORE DRIVE

VERT 1" = 4' SCALE: HORIZ 1" = 40'

W EMBREY DRIVE

VERT 1" = 4' SCALE: HORIZ 1" = 40'

WLINDERDRIVE>17+80.09,

WLATIMOREDRIVE=>12+22.93,

N WHATLEY AVENUE

>

10+00.00,

W EMBREY DRIVE =

>

21+11.17,

2010

>

2000

2010

>

2000

TOP OF LEFT CURB = C + 0.62' UNLESS OTHERWISE SHOWN:

NOTE:

L

TOP OF RIGHT CURB = C + 0.25' UNLESS OTHERWISE SHOWN:

NOTE:

L END

CONC HEADER

10+80.4 9, 22.2

9' RT

BEGIN CONC

HEADER

9+95.0 9, 16.0

0' RT

PCR 10+76.6

3, 22.3 3' LT

10+82.7 8, 4.0

0' RT, PCR

10+82.7 8, 8.0

0' LT, PCR

11+79.6 5, 8.0

0' LT, PCR 10+78.3

7, EC

PRC

10+07.77, 16.48' LT

10+02.47, PRC

8+74.71,BC

W MOORE ROAD

>

50+05.70

W LATIMORE DRIVE =

>

7+97.28

G 12

11+79.6 5, 4.0

0', P CR

G 12

PCR

20+65.76,14.00'RT PCR

21+44.67,14.00'LT PCR

22+12.07,14.00'RT PRC

22+69.48,52.32'RT

22+43.25,BC

2073.25,14.00'LT

PED RAMP

21+13.25, 14.00' LT

TOP OF RIGHT MEDIAN CURB = C + 0.48' UNLESS OTHERWISE SHOWN:

NOTE:

L

CURB PER SD 203 & 211 MATCH EXIST SIDEWALK &

BEGIN PAVEMENT 19+78.47, 14.00' LT

CURB PER SD 203 & 211 MATCH EXIST SIDEWALK &

BEGIN PAVEMENT 19+78.47, 14.00' RT

BEGIN SID

EWALK

&

CURB

10+82.7 8, 25.0

0' RT, PCR

BEGIN SID

EWALK

&

CURB

10+82.7 8, 24.0

0' LT, PCR

TOP OF LEFT CURB = C + 0.14' UNLESS OTHERWISE SHOWN:

NOTE:

L

NOTE:

L TOP OF LEFT CURB = C + 0.14' UNLESS OTHERWISE SHOWN:

NOTE:

L

TC2006.83

19+78.47 TC2006.6

20+52.31 TC2006.58

20+73.25 TC/DEP2006.37

PEDRAMP>

21+13.25 TC2008.40

23+14.90,PCR

NOTE:

L

TC2007.39

19+78.47,PCR TC2007.14

20+65.76,PCR TC2007.59

21+44.67,PCR TC2008.13

22+12.07,PCR

TC2011.14

10+82.78,PCR TC2010.55

10+82.78,PCR TC2009.77

11+79.65,PCR TC2009.53

11+79.65,PCR

TC2010.50

10+82.78,PCR TC2009.48

11+79.65,PCR

TC2010.78

10+82.78,PCR TC2009.78

11+87.12,PCR

4

1" = 40'

1" = 4' TOP OF LEFT MEDIAN CURB = C + 0.54'

UNLESS OTHERWISE SHOWN:

NOTE:

L

MEDIAN RT

CURB RT CURB

LT

MEDIAN MEDIAN LT

LT

CURB

LT CURB

LT

CURB

RT CURB

RT

1

28' 42'

142' 28' EP2006.37

E 12 E 12

#MW-2021-052 MH

10+04.36, 9.86' RT, N WHATLEY AVENUE 21+00.76, 2.82' RT, W EMBREY DRIVE =

#MW-2021-053MH

23+06.84,4.54'LT

W LATIMORE DRIVE

FOR HORIZONTAL DATA, SEE SHEET 3

W EMBREY DRIVE

FOR HORIZONTAL DATA, SEE SHEET 3 2

2 7'

1 H 2

4

FS 2011.2

0

FS 2010.66

FS

20 10

.72 FS

20 10

.36

EP LT

+0.5% +0.5%

+2% TC2011.60

10+02.47

EP RT

+2% -2%

-2%

LEFT EP = C - 0.32' UNLESS OTHERWISE SHOWN:

NOTE:

L

-2% FS2011.03

9+95.09

-2% -0.5% -0.5% +2%

+2%

FS2011.74

ENDCONCHEADER

8+41.07,16.00'LT,PCR

2

FS2011.07

ENDCONCHEADER

8+40.13,16.00'RT,PCR

C A

" A - 3"

" A - 4"

C A

FS2011.74

8+41.07,PCR

LEFT EP = C + 0.32' UNLESS OTHERWISE SHOWN:

NOTE:

L FS 2010.01

END CONC HEADER 8+00.13, 55.53' RT, PCR

2

1

FS2011.07

8+40.13,PCRFS2010.12

BEGINCONCHEADER

8+01.07,56.26'LT,PCR

BREAK GRADE

BWV BWV BWV BWV

REVISIONDATEBYNO.

SHEET OF S

C A

L E

c2020RickEngineeringCompany

working days before you begin excavation Contact Arizona 811 at least two full

Call 811 or click Arizona811.com

R

HORIZ :

VERT :

APPROVEDBY:

CHECKEDBY:DATE: DATE:

DESIGNEDBY: DRAWNBY:

DATE: DATE:

P H A S E 2 B L O C K 2 7 G L A D D E N F A R M S

PAVING&SEWERPLANSPREPAREDFOR:

C O M M O N A R E A S " A ", " B

L O T S 8 2 -1 7 3 A N D

RSM

SQH 09/2020

09/2020 09/2020

09/2020 BMP

BMP

J-5011

12 ENG2010-00X S-2021-00X

10 +00

11+ 00

12 +0

0 18+00 8+00

9+00

10+00

DWY

SR-225 - PULL BOX "B"

WO#XXXXXXX GLAD-XX SR-240 - PME

R I

R R R I

14+00

15+00

16+00

CC 16

CC17

CB3 CB

4

CC18 CC19

CC20 CC21

CC22 CC23

S8

2% 2% 1.35%

0.5

%

0.5

% 0.5

%

0.5

% . 02

%

. 02

%

%2

0.5

%

L8 L10

C6

C7

L11 3.33%

16 1%

' 16

'

10+50.00,BVC 10+82.12,HP

@ 10+87.50

11+00.00 11+25.0011+25.00,EVC11+25.00 11+50.00 11+75.00 12+00.00

-1.35% -2.00%

G2=-1.35%

G1=1.01%

75.00' VC

2010.52 2010.52 PI=2010.74

2010.47 2010.232010.232010.23 2009.90 2009.56 2009.22 2008.82

8+25.00 8+37.50,BVC 8+50.00

@ 8+75.00

8+95.21,HP 9+00.00 9+12.50,EVC 9+25.00 9+50.00 9+75.00 10+00.00 10+25.00 10+75.00

0.91% 3.33%

-1.00%

G2=-1.00%

G1=3.33%

75.00' VC

2010.88 2011.30 2011.67 2012.14

PI=2012.55

2012.14 2012.26 2012.26 2012.18 2012.05 2011.80 2011.55 2011.30 2011.28 2011.05 2010.80 2010.55

8+00.78,GRADEBREAK2010.08

2010.05 12+08.88.GRADEBREAK2009.10

8+74.71,BC 10+02.47,PRC

WMOOREROAD>50+05.70,6'RT

WLATIMOREDRIVE=>7+97.28 WLINDERDRIVE

>17+80.09,

WLATIMOREDRIVE=

>12+22.93,

GRADEBREAK,EC

10+78.37,

@ CENTERLINE EXIST GRADE

@ CENTERLINE PROPOSED GRADE

1

KEYNOTES

2

3

4 10' TRANSITION FROM CURB AND GUTTER TO WEDGE CURB GENERAL NOTE 18

4" IRRIGATION/ELECTRICAL SLEEVES - SEE ENGINEER'S TACK AND JOIN NEW PAVEMENT TO EXIST PAVEMENT HEADER, BOLLARDS AND PAVEMENT AS NECESSARY.

SAWCUT AT 1' MIN AND REMOVE EXIST CURB,

STREET TREE LANDSCAPE EASEMENT BY FINAL PLAT AND SIGNAGE, AND HOME OWNERS ASSOCIATION

10' PUBLIC UTILITY ESMT, ROADWAY MAINTENANCE

10+00

20+00 21+00 22+00

23+00

24+00

SR-209 - PG 3 - SINGLE PHASE PED CATV

TELE

CC 7

C C 8

CC9

CC10

S1 S2

1% 0%

0.8%

2%

0.8%

2%2% 2%

L1 C1

L2

L3 4L

19+50.00 19+52.50,BVC 19+75.00 19+93.16,HP 20+00.00 20+25.00 20+27.50,EVC 20+32.50,BVC 20+50.00 20+67.49,LP 20+75.00 21+07.50,EVC 21+25.00 21+50.00 21+75.00 22+00.00 22+25.00 22+50.00 22+75.00 23+00.00 23+25.00 23+50.00 23+75.00 24+00.00

-0.70%

0.80%

2006.53 2006.55 2006.68 2006.70 2006.72 2006.71 2006.61 2006.60 2006.56 2006.47 2006.44 2006.45 2006.60 2006.63 2006.74 2006.94 2007.14 2007.34 2007.54 2007.69 2007.74 2007.93 2007.94 2008.14 2008.26 2008.34 2008.54 2008.74 2008.942008.94

G1=0.83% G2=-0.70%

PI=2006.86@19+90.00 75.00' VC

G1=-0.70% G2=0.80%

PI=2006.30@20+70.00 75.00' VC

EIE1998.45

SIE1998.55

WIE1998.35

206.26 LF (202.26 LF 8" PVC @ 1.00%)

WIE2000.47

MH#MW-2021-052

21+00.76,RIM2006.61 MH#MW-2021-053

23+06.84,RIM2008.10

CONSTRUCTION AND POST PAVING INSPECTION.

REMOVED AFTER ADEQ APPROVAL OF

CONTRACTOR COMPANY'S NAME. PLUG TO BE CHAIN TO A MANHOLE STEP. PLUG TO INCLUDE INSTALL TEMPORARY PLUG AND SECURE WITH A NOTE:

NOTE:

INVERT PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY EXIST

AND CONNECT REMOVE BLOCK-OUT NOTE:

8" PVC @ 0.44%) 111.80 LF (107.80 LF

IMPROVEMENTS

19+78.47,BEGIN ADJUSTRIM2006.76

8" PVC @ 0.44%) 159.45 LF (155.45 LF

NWHATLEYAVENUE>10+00.00,

WEMBREYDRIVE=>21+11.17, 22+43.25,BC 22+73.54,EC 23+14.90,POINT

@ CENTERLINE EXIST GRADE

@ CENTERLINE PROPOSED GRADE

MH#MW-2021-016

19+88.97,(RIM2006.95) 8"BLOCKOUT

(EIE1997.88)

(WIE1997.78)

SEWER KEYNOTES

1

2 REPLACE CONCRETE COLLAR PER SD RWRD 211 PER SD RWRD 402

HCS CONNECTION INTO TERMINAL/KNUCKLE MANHOLE

SEWER ANNOTATION

S11 N 48°42'22" W 379.00' S10 N 41°17'38" E 120.00' S9 N 41°17'38" E 494.67' S8 N 49°20'21" W 282.02' S7 S 35°13'52" E 89.45' S6 N 41°17'38" E 395.11' S5 N 41°17'38" E 106.44' S4 N 48°42'22" W 181.69' S3 N 09°13'16" W 240.79' S2 N 80°46'44" E 206.26' S1 N 80°46'44" E 111.80' ---- --- --- NAME DIRECTION LENGTH LINE TABLE