At Demere Road East Beach Causeway Roundabout

DATE 11-25-19 - - - - - BY TCB - - - - -

GRASSED / SODDED CENTRAL ISLAND REVISION DESCRIPTION ADDED A SIDEWALK & CROSSWALK ON THE SOUTH END OF ROUNDABOUT. EXTENDED THE CONC. ISLAND TO STA. 2+20 - - - - - COLORED & STAMPED HANDICAP RAMP - - - - - END PAVEMENT STA. 4+05 DEMERE ROAD 1 STA. 3+44 E. BEACH CAUSEWAY CONCRETE TRUCK APRON GDOT DETAIL A-3, TYPE D NO. MARKINGS STA. 3+48 SEE GENERAL NOTE 3 ON TYPICAL SECTION END RAISED ISLAND REMOVE RAISED CONCRETE STA. 3+46 TREE, TYP. BEGIN PAVEMENT SPLITTER ISLAND MARKINGS STA. 4+68 WHITE YIELD ROAD GDOT 9032B MARKINGS, TYP. BEGIN RAISED ISLAND BEGIN PAVEMENT (SEE DETAIL) STA. 4+70 MARKINGS STA. 1+48 REQUIRED RIGHT OF WAY REQUIRED 25' UTILITY ESMT PAVEMENT MARKING DETAIL "A" (YELLOW) GDOT DETAIL T-14 R G 25' O I E STE A GI RE E D R REQUIRED 30' DRAINAGE ESMT G *

* R 60' 8' PROVIDE SMOOTH No. PE15295 HANDICAP RAMP PROFESSIONAL

30' TRANSITION TO GDOT DETAIL A-3, TYPE B J #/#/## O E Y 25.36' EXIST. DRIVE N R 16' H GINEE E N L TYP. 10' M B 6 2 ARK MO 4 END PAVEMENT STA. 7+65 DEMERE ROAD 30' 15' 0' 30'

12' 24' R 32' -0+00 R 2' GRAPHIC SCALE: 1" = 30' R 3' R 50'

10'

12' 8' 8 4+004+05 R 1' 1+00 8' 3 8 2+00 3+00 3+00 DEMERE ROAD - R/W VARIES R 2' 3+60 12' 2+00 R 1'

1+00 12' 5 12' -0+00 R 120' R 3' 2 R 50' 3 34' DEMERE ROAD - R/W VARIES R 15' BEGIN PAVEMENT 12' R 15' R 15' 4 R 15' STA 0+00 1 1 DEMERE ROAD 30' R 60' 6 30' R 120' END RAISED ISLAND 5" DOUBLE STA. 5+68 YELLOW, TYP. 4' CONC. SIDEWALK TO BE FIELD LOCATED 7 R 1' 10' WIDE CONTINENTAL CROSSWALK, SEE DETAIL www.emc-eng.com

END PAVEMENT 504 Gloucester Street [email protected] Brunswick, GA 31520 Ph: (912) 265-7636 Fax: (912) 233-4580 END PAVEMENT SERVICES, INC. 5" SOLID WHITE RAISED CONCRETE R 3' HANDICAP RAMP MARKINGS STA. 6+73 MARKINGS STA. 2+81 STRIPING, TYP. SPLITTER ISLAND GDOT DETAIL A-3, TYPE C BEGIN TRANSITION R 50' GDOT 9032B PEDESTRIAN HYBRID TO EX. PVMT. WIDTH EMC ENGINEERING 4' CONC. SIDEWALK TO BE 4 BEACON, EACH SIDE PAVEMENT MARKING CIVIL FIELD LOCATED END RAISED ISLAND 5" DOUBLE END TRANSITION DETAIL "A" (YELLOW) 24" PITCHED CURB & GUTTER MARINE FROM EX. PVMT. STA. 2+79 YELLOW, TYP. GDOT DETAIL T-14 6' WIDE CONTINENTAL GDOT 9032B, TYPE 7 FACE COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA WIDTH STA:0+77 CROSSWALK, SEE DETAIL 4" CONCRETE HEADER CURB BEGIN RAISED ISLAND REQUIRED RIGHT OF WAY GDOT 9032B, TYPE 9 ENVIRONMENTAL

STA. 2+20 OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, 7' RAISED CONCRETE 8' SPLITTER ISLAND 8' GDOT 9032B 8" WHITE SKIP STRIPING, TYP.

18' 12' 12'

3 12'

2 BEGIN RAISED ISLAND R 2' STA. 1+81 NOTE: PAVEMENT MARKING ALL SIGNAGE AND PAVEMENT STRIPING / MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL "A" (YELLOW) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GDOT STANDARD GDOT DETAIL T-14 SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

DEMERE ROAD 1 Number Length Radius Line/Chord Direction A Value

C1 115.854 5097.432 N19° 16' 48.61"E 24" CURB & GUTTER

BEGIN PAVEMENT Prepared for: GDOT 9032B, TYPE 2 FACE C2 199.469 1630.000 N16° 37' 03.05"E SIGN LEGEND MARKINGS STA. 0+96 EAST BEACH CAUSEWAY - R/W VARIES L1 288.983 N18° 09' 56.78"E 5" SOLID WHITE STRIPING, TYP. L2 160.996 N20° 07' 23.71"E AT DEMERE ROAD 5 EAST BEACH CAUSEWAY 1 1 ST. SIMONS, GLYNN COUNTY, GEORGIA

Number Length Radius Line/Chord Direction A Value STAKING, SIGNAGE, & STRIPING PLAN GLYNN COUNTY BOARD OF COMMISIONERS END TRANSITION FROM L3 343.875 N64° 39' 15.04"W EX. PVMT. WIDTH 5" DOUBLE STA. 0+40 YELLOW, TYP. 6

2 EAST BEACH CAUSEWAY ROUNDABOUT

PROJECT NO.: 18-0040 DRAWN BY: CFM DEMERE RETREAT LANE DESIGNED BY: JMM 7 3 SURVEYED BY: EMC SURVEY DATE: MAY 2018 CHECKED BY: JMM SCALE: 1" = 30' SOUTHPOINT DRIVE - 60' R/W BEGIN PAVEMENT DATE: JULY 2019 4 8 STA 0+00 E. BEACH CAUSEWAY MATCH EXIST. WIDTH SHEET 4 OF 26 DATE 11-25-19 - - - - - BY TCB - - - - -

GRASSED / SODDED CENTRAL ISLAND REVISION DESCRIPTION ADDED A SIDEWALK & CROSSWALK ON THE SOUTH END OF ROUNDABOUT. EXTENDED THE CONC. ISLAND TO STA. 2+20 - - - - - COLORED & STAMPED HANDICAP RAMP - - - - - END PAVEMENT STA. 4+05 DEMERE ROAD 1 STA. 3+44 E. BEACH CAUSEWAY CONCRETE TRUCK APRON GDOT DETAIL A-3, TYPE D NO. MARKINGS STA. 3+48 SEE GENERAL NOTE 3 ON TYPICAL SECTION END RAISED ISLAND REMOVE RAISED CONCRETE STA. 3+46 TREE, TYP. BEGIN PAVEMENT SPLITTER ISLAND MARKINGS STA. 4+68 WHITE YIELD ROAD GDOT 9032B MARKINGS, TYP. BEGIN RAISED ISLAND BEGIN PAVEMENT (SEE DETAIL) STA. 4+70 MARKINGS STA. 1+48 REQUIRED RIGHT OF WAY REQUIRED 25' UTILITY ESMT PAVEMENT MARKING DETAIL "A" (YELLOW) PEDESTRIAN HYBRID GDOT DETAIL T-14 R G 25' BEACON, EACH SIDE O I E STE A GI RE E D R REQUIRED 30' DRAINAGE ESMT G *

* R 60' 8' PROVIDE SMOOTH No. PE15295 HANDICAP RAMP PROFESSIONAL

30' TRANSITION TO GDOT DETAIL A-3, TYPE B J #/#/## O E Y 25.36' EXIST. DRIVE N R 16' H GINEE E N L TYP. 10' M B 6 2 ARK MO 4 END PAVEMENT STA. 7+65 6 DEMERE ROAD 30' 15' 0' 30'

12' 24' R 32' -0+00 R 2' GRAPHIC SCALE: 1" = 30' R 3' R 50'

10'

12' 8' 8 4+004+05 R 1' 1+00 8' 3 8 2+00 3+00 3+00 DEMERE ROAD - R/W VARIES R 2' 3+60 12' 2+00 R 1'

1+00 12' 5 12' -0+00 R 120' R 3' 2 R 50' 3 34' DEMERE ROAD - R/W VARIES R 15' BEGIN PAVEMENT 12' R 15' R 15' 4 R 15' STA 0+00 1 1 DEMERE ROAD 30' R 60' 6 30' R 120' END RAISED ISLAND 5" DOUBLE 6 STA. 5+68 YELLOW, TYP. 4' CONC. SIDEWALK TO BE FIELD LOCATED 7 R 1' 10' WIDE CONTINENTAL CROSSWALK, SEE DETAIL www.emc-eng.com

STA. 2+20 OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, 7' RAISED CONCRETE 8' SPLITTER ISLAND 8' GDOT 9032B 8" WHITE SKIP STRIPING, TYP.

18' 12' 12'

3 12'

DEMERE ROAD 1 Number Length Radius Line/Chord Direction A Value

C1 115.854 5097.432 N19° 16' 48.61"E 24" CURB & GUTTER

2 EAST BEACH CAUSEWAY ROUNDABOUT

MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. USE 45° FITTINGS AS NEEDED.

(10") 45° FITTING REVISION DESCRIPTION

PROPOSED 10" PVC WATERMAIN, TYP. REVISED 10" WATERMAIN VERTICAL RELOCATION BASED ON THE RELOCATION OF 20" FM REVISIONS - - - - - MAINTAIN 3' MINIMUM COVER. - - - - - 1

REMOVE EXISTING VALVE, TYP. NO. TO BE ABANDONED. EX. WATERMAIN TO BE FILLED WITH FLOWABLE FILL AND CAPPED. (3) 10" VALVE IN BOX CAP ALL ENDS OF ABANDONED 10" WATERMAIN AND FILL WITH FLOWABLE FILL. SEE OTHER NOTE IF TRACER WIRE EXISTS ON THE EXISTING MAIN, CUT THE WIRE AT EACH CONNECTION POINT AND CONNECT IT TO THE NEW TRACER WIRE PROPOSED FIRE 10"x10"x10" TEE MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. HYDRANT ASSEMBLY USE 45° FITTINGS AS NEEDED. 12"x10" REDUCER 10" VALVE IN BOX (10") 22.5° FITTING CONNECT EX. WATER SERVICE CONNECT TO EXISTING 10" PVC WATERMAIN WITH 45° FITTING (10") 45° FITTING LINE TO NEW 10" PVC WATERMAIN. REQUIRED RIGHT OF WAY CAP SERVICE LINE AT WATERMAIN. 20"FM> 20"FM> 20"FM> CONNECT TO EXISTING 10" PVC WATERMAIN WITH 45° FITTING SS SS SS SS SS R G O I (10") 22.5° FITTINGS E STE A GI RE E D R 20"FM> G *

* 10"W No. PE15295 10"W PROFESSIONAL ST J #/#/## O EN R Y H GINEE E N L 10"W M B ARK MO 22.5° FITTING 1

30' 15' 0' 30' 10"W -0+00 GRAPHIC SCALE: 1" = 30'

10"W 10"W 10"W 12"W

20"FM> 4+05 11.25° FITTING 4+00 1+00 3+00 2+00 DEMERE ROAD - R/W VARIES 3+60 3+00 2+00 -0+00 1+00 REMOVE EX. FH DEMERE ROAD - R/W VARIES ASSEMBLY. CAP EX. 10" WATERMAIN

(12") 45° FITTINGS MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. www.emc-eng.com 504 Gloucester Street [email protected] Brunswick, GA 31520 Ph: (912) 265-7636 USE 45° FITTINGS IF NEEDED. Fax: (912) 233-4580 SERVICES, INC. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. (12") 45° FITTINGS

USE 45° FITTINGS AS NEEDED. EMC ENGINEERING 12"FM> CIVIL MARINE

INSTALL (2) 35 LF OF 3" PVC COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA CONDUIT FOR FUTURE USE. MAINTAIN 3' MIN. COVER.

REQUIRED RIGHT OF WAY ENVIRONMENTAL OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK,

TO BE ABANDONED. SEE OTHER NOTE

12"W TO BE ABANDONED. SEE OTHER NOTE

SPECIAL NOTES: CAP ALL ENDS OF ABANDONED 12" WATERMAIN AND FILL WITH FLOWABLE FILL. IF TRACER 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE BGJWSC STANDARDS FOR WIRE EXISTS ON THE EXISTING MAIN, WATER AND SEWER DESIGN AND CONSTRUCTION, LATEST EDITION. CUT THE WIRE AT EACH CONNECTION POINT 12"FM> AND CONNECT IT TO THE NEW TRACER WIRE 2. ALL WATER MAINS SHALL BE BLUE AND CONFORM TO AWWA C900 PRESSURE CLASS 235 DR-18.

3. ALL FITTINGS FOR WATER MAINS SHALL BE DUCTILE IRON W/ MECHANICAL JOINTS (AWWA C11)

3. VALVES SHALL BE RESILIENT SEAT WEDGE TYPE CONFORMING TO APPLICABLE SECTIONS OF AWWA C509 OR C515. CAP ALL ENDS OF ABANDONED 4" WATERMAIN 12"W AND FILL WITH FLOWABLE FILL. IF TRACER 4. FIRE HYDRANTS SHALL BE OF THE COMPRESSION TYPE, CLOSING WITH LINE PRESSURE, AND CONFORMING TO WIRE EXISTS ON THE EXISTING MAIN, 1 1 1 AWWA C502. VALVE OPENING SHALL BE A MINIMUM OF 5 4" WITH 2 2" HOSE NOZZLES AND (1) 4 2" PUMPER NOZZLE. CUT THE WIRE AT EACH CONNECTION POINT AND CONNECT IT TO THE NEW TRACER WIRE

12"W Prepared for: EAST BEACH CAUSEWAY - R/W VARIES PROPOSED 12" PVC WATERMAIN, TYP. MAINTAIN 3" MINIMUM COVER.

12"x12"x4" TEE W/ (2) 12" VALVE IN BOX MAINTAIN 1.5' VERTICAL SEPARATION. (12") 45° FITTINGS USE 45° FITTINGS IF NEEDED. AT DEMERE ROAD

MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION. 12"W ST USE 45° FITTINGS IF NEEDED. UTILITY RELOCATION PLAN - WATER CONNECT TO EXISTING 12" PVC WATERMAIN WITH 45° FITTING ST. SIMONS, GLYNN COUNTY, GEORGIA GLYNN COUNTY BOARD OF COMMISIONERS

(12") 45° FITTINGS EAST BEACH CAUSEWAY ROUNDABOUT

4" VALVE IN BOX PROJECT NO.: 18-0040 (4") 45° FITTINGS DRAWN BY: CFM DEMERE RETREAT LANE DESIGNED BY: JMM SURVEYED BY: EMC SURVEY DATE: MAY 2018 CHECKED BY: JMM SOUTHPOINT DRIVE - 60' R/W SCALE: 1" = 30' DATE: JULY 2019 SHEET 6 OF 26 DATE 11-25-19 ------BY TCB ------

CORE DRILL @ IE: 1.02 REVISION DESCRIPTION 20" FORCEMAIN RELOCATION WAS REVISED ------PR SSMH 1 ------1

PLUG INVERT (8' DIA. HDPE) NO. COAT INTERIOR OF MH TOP: 7.75 PROPOSED 20" PVC FM IE (S): 0.72 IE (E): 0.72 CAP ENDS OF ABANDONED EX. GRAVITY IE (W): -0.28 SS MAIN & FILL W/ FLOWABLE FILL (20") 45° FITTING

MAINTAIN 1.5 VERTICAL SEPARATION. 45 LF 27" PVC SS @ S=0.07% USE 45° FITTINGS IF NEEDED. (20") 45° FITTING CORE DRILL @ IE: 0.69 REQUIRED RIGHT OF WAY

20"FM> 20"FM> 20"FM> PLUG INVERT

SS SS SS SS SS COAT INTERIOR OF MH R G O I 296 LF 12" PVC SS @ S=0.10% E STE A PER BGJWSC SPECS. GI RE E D 20"FM> G R REMOVE VAULT * * 10"W No. PE15295 10"W PROFESSIONAL ST J #/#/## O EN R Y H GINEE E N L 10"W M B 1 ARK MO

30' 15' 0' 30' 10"W -0+00 GRAPHIC SCALE: 1" = 30'

10"W 10"W 10"W 12"W

20"FM> 4+004+05 1+00 3+00 2+00 DEMERE ROAD - R/W VARIES 3+60 3+00 2+00 (20") 45° FITTING 1+00 -0+00 40 LF 30" PVC CASING 20" x 12" REDUCER & 20" x 20" x 20" WYE DEMERE ROAD - R/W VARIES 20" x 10" REDUCER, 20" x 12" REDUCER (12") 45° FITTING & 20" x 20" x 20" WYE

(12") 22.5° FITTING

REMOVE www.emc-eng.com 504 Gloucester Street [email protected] Brunswick, GA 31520 Ph: (912) 265-7636 Fax: (912) 233-4580 EX SSMH SERVICES, INC. (10") 45° FITTING NOTE: REMOVE EMC ENGINEERING

EX SSMH INSTALL PLUG VALVE IN BOX & CHECK VALVE IN BOX 12"FM> CIVIL ON THE FORCEMAINS, UPSTREAM OF CONNECTIONS. MARINE VALVES NOT SHOWN FOR PLAN CLARITY. (12") 45° FITTING COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA

REQUIRED RIGHT OF WAY ENVIRONMENTAL OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, MAINTAIN 1.5 VERTICAL SEPARATION. USE 45° FITTINGS IF NEEDED. CAP ALL ENDS OF ABANDONED FORCEMAIN

(12") 22.5° FITTING 12"W & FILL WITH FLOWABLE FILL. IF TRACER WIRE EXISTS ON THE EXISTING MAINS, CUT THE WIRE AT EACH CONNECTION POINT AND CONNECT IT TO THE NEW TRACER WIRE

SPECIAL NOTES: CONNECT EX. 4" PVC FM TO PROPOSED 12" PVC 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE BGJWSC STANDARDS FOR FM WITH A 12" x 12" x 6" WYE & 6" x 4" REDUCER. (4" FM TO BE UPSIZED IN THE FUTURE) WATER AND SEWER DESIGN AND CONSTRUCTION, LATEST EDITION. 12"FM> INSTALL 4" PLUG VALVE IN BOX & 4" CHECK VALVE IN 2. ALL GRAVITY SANITARY SEWER MAINS SHALL BE GREEN, ASTM 3034, SDR-26 HEAVY WALL SEWER PIPE. BOX ON THE EX. FM RESPECTIVLEY, UPSTREAM OF THE CONNECTION. VALVES NOT SHOWN FOR PLAN CLARITY. 3. ALL SANITARY SEWER FORCEMAIN SHALL BE GREEN, AWWA C-900 PVC PIPE.

PROPOSED 12" PVC FORCEMAIN,TYP. 12"W MAINTAIN 3' MINIMUM COVER.

(12") 45° FITTING 12" x 8" REDUCER

CONNECT TO EX. 8" PVC FM WITH 45° FITTING.

12"W Prepared for: EAST BEACH CAUSEWAY - R/W VARIES AT DEMERE ROAD

12"W ST UTILITY RELOCATION PLAN - SEWER ST. SIMONS, GLYNN COUNTY, GEORGIA GLYNN COUNTY BOARD OF COMMISIONERS EAST BEACH CAUSEWAY ROUNDABOUT

PROJECT NO.: 18-0040 DRAWN BY: CFM DEMERE RETREAT LANE DESIGNED BY: JMM SURVEYED BY: EMC SURVEY DATE: MAY 2018 CHECKED BY: JMM SOUTHPOINT DRIVE - 60' R/W SCALE: 1" = 30' DATE: JULY 2019 SHEET 7 OF 26 ELEVATION 0+00 -10 10 20 7.9 0

7.87 40 LF30"PVCCASING ELEVATION -10 10 20 20" xWYE 0 0+00 10" PVCWATERMAIN 7.59 20" xWYE 8.0

7.68 (20") 45°FITTING CORE DRILL@IE:0.69

6.74 7.71 7.73 PLUG INVERT 6.79 7.62 8.16 PROPOSED GRADE 1+00 FITTINGS ASNEEDED. MAINTAIN 1.5'MIN.VERTICAL SEPARATION. USE45° 6.3 7.00 FITTING (20") 45° 24" RCP 1+00

6.46 12" PVCSS 6.1 6.05 4.41 20 INCHFORCEMAINRELOCATE PROFILE

EX SSMH1TO2PROFILE 296 LF 12" PVC SS @ S=0.10% @ SS PVC 12" LF 296

6.72 8.74 6.27 8.37 HORZ SCALE:1"=30' VERT SCALE:1"=5' HORZ SCALE:1"=30' VERT SCALE:1"=5' 7.30 8.57 7.16 8.57 1 2+00 PROPOSED GRADE

6.2 6.66 6.65 8.25 MAINTAIN 3'MINIMUMCOVER,TYP. PROPOSED 20"PVCFORCEMAIN,TYP. PG PG 2+00 6.31 6.4

6.49 6.74 IE (W):-0.28 IE (E):0.72 IE (S):0.72 PR SSMH1 (8' DIA.HDPE) TOP: 7.75 (20") 45°FITTING 10" PVCWATERMAIN 20" PVCFORCEMAIN

6.81 6.95 3+00

7.0 7.09 CORE DRILL@IE:0.69 3+00

7.22 7.5

27" PVC SS PVC 27" @ S=0.07% @

PLUG INVERT 45 LF 45

7.49 IE (W):-0.28 IE (E):0.72 IE (S):0.72 PR SSMH1 (8' DIA.HDPE) TOP: 7.75 8.47 3+45 10 0 -10 20 4+00 10 0 -10 20 30' SURVEYED BY: DESIGNED BY: DRAWN BY: PROJECT NO.: DATE: SCALE: CHECKED BY: SURVEY DATE: UTILITY RELOCATION PROFILES EMC ENGINEERING NO. REVISION DESCRIPTION BY DATE

GRAPHIC SCALE:1"= 20" FM RELOCATION PROFILE CHANGED DUE REROUTING OF FM

OF J 1 TCB 11-25-19

15' O

H *G SERVICES, INC. N

SHEET

PROFESSIONAL

M No. PE15295 - - - -

E R O EAST BEACH CAUSEWAY ROUNDABOUT A 10 Chatham Center South, Suite 100 E

N G G

R I

S Savannah, GA 31405 R - - - -

0' I

N T K

E E

Ph: (912) 232-6533 R

AT DEMERE ROAD G

CIVIL M E E

JULY 2019 R D - - - -

MAY 2018 Fax: (912) 233-4580 O 18-0040 I

MARINE A

26 B

EMC JMM JMM CPR ST. SIMONS, GLYNN COUNTY, GEORGIA [email protected] L * 30' E - - - - ENVIRONMENTAL www.emc-eng.com Y Prepared for: - - - -

OFFICE LOCATIONS: ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, 30' GLYNN COUNTY BOARD OF COMMISIONERS COLUMBUS, SAVANNAH, STATESBORO, AND VALDOSTA - - - - ELEVATION 0+00 -10 10 20 7.2 0 CONNECT TOEXISTING10"PVCWATERMAINWITH45°FITTING USE 45°FITTINGSIFNEEDED. MAINTAIN 1.5'MINIMUMVERTICALSEPARATION. 7.15 12"x12"x4" TEE

6.83 7.29 10" VALVEINBOX

4.68 7.25 USE 45°FITTINGSASNEEDED. MAINTAIN 1.5'MINIMUMVERTICALSEPARATION. 1+00

5.0 6.44 18" RCP ELEVATION 0+00 -10 10 20 7.5 0 5.08 7.72 6.40

7.24 5.08 7.30

6.33 CONNECT TOEXISTING10"PVCWATERMAINWITH45°FITTING 10" VALVEINBOX

7.06 PROPOSED GRADE 5.07 7.29 6.39 PG 12 INWATERRELOCATEPROFILE

2+00 7.01 5.2 7.54 6.33 HORZ SCALE:1"=30' 1+00 VERT SCALE:1"=5' 7.1 6.25 8.02 7.13

7.13 7.45 7.92 7.06

6.97 7.69 7.00 MAINTAIN 3'MINIMUMCOVER. PROPOSED 12"PVCWATERMAIN,TYP. 18" RCP

3+00 7.06 7.3 7.54 2+00 7.0 7.03 7.49 8.58 USE 45°FITTINGS MAINTAIN 1.5'MINIMUM VERTICAL SEPARATION. AS NEEDED,TYP. USE 45°FITTINGSASNEEDED. MAINTAIN 1.5'MINIMUMVERTICALSEPARATION. 6.99 7.26 7.72 8.31 PROPOSED 10"PVCWATERMAIN,TYP. MAINTAIN 3'MINIMUMCOVER. 10 INWATERRELOCATEPROFILE

6.98 7.60 7.98 8.18 HORZ SCALE:1"=30' VERT SCALE:1"=5' 20" PVCFORCEMAIN 18" RCP 4+00 6.37 7.8 8.27 3+00 PROPOSED GRADE 10" VALVEINBOX 5.0 7.61 12"x10" REDUCER 8.42 18" RCP

7.39 1 PG 10"x10"x10" TEE

7.39 7.08 8.48 7.32

7.19 7.10 8.44

4+85 7.96 7.1 10 0 -10 20 8.16 6.51 8.47 4+00 6.6 8.60 10"x10"x10" TEE HYDRANT ASSEMBLY PROPOSED FIRE 6.92

8.71 CONNECT TOEXISTING10"PVCWATERMAINWITH45°FITTING 27" PVCSSGRAVITYMAIN 7.10 ELEVATION 8.21 0+00 -10 10 20 0 10" VALVEINBOX 7.59 7.13 8.25 CONNECT TOEXISTING8"FORCEMAINWITH45°FITTING 12" x8"REDUCER

8.04 5+00 7.5 (12") 45°FITTING 8.45

8.16 12 INCHFORCEMAINRELOCATE PROFILE 7.57 8.52 PROPOSED 12"PVCFORCEMAIN,TYP. MAINTAIN 3'MINIMUMCOVER.

8.01 (12") 22.5°FITTING 7.55

HORZ SCALE:1"=30' 8.19 VERT SCALE:1"=5' USE 45°FITTINGS MAINTAIN 1.5'MINIMUM 1+00 AS NEEDED. VERTICAL SEPARATION. 12"x12"x6" WYE PR. 12"PVCFORCEMAIN. FOR EX.4"FORCEMAINTO CONNECTION

7.86 7.54 PG 7.89 5+90

7.6 10 0 7.72 -10 20

7.58 18" RCP 1 FITTING (12") 22.5° 20" xWYE REDUCER 20" x12" 2+00

8.09 10 0 -10 20 30' SURVEYED BY: DESIGNED BY: DRAWN BY: PROJECT NO.: DATE: SCALE: CHECKED BY: SURVEY DATE: UTILITY RELOCATION PROFILES EMC ENGINEERING NO. REVISION DESCRIPTION BY DATE

GRAPHIC SCALE:1"= 10" WM RELOCATION PROFILE CHANGED DUE TO NEW LOCATION OF 20" FM