Attachment 1 - PLANS~1.pdf

STATE MAP

SHEET INDEX

G-01 COVERSHEET

C-01 OVERALL SITE PLAN & GENERAL NOTES

C-02 SITE PLAN #1 - SHABBONA GROVE PICNIC AREA

C-03 SITE PLAN #2 - THREE FIRES SHELTER

C-04 SITE PLAN #3 - THREE FIRES PLAYGROUND

C-05 SITE PLAN #4 - MAIN BOAT RAMP

C-06 SITE PLAN #5 - SOMONAUK POINT

C-07 SITE PLAN #6 - TEAL BAY CAMPGROUND ROAD

C-08 SITE PLAN #7 - TEAL BAY CAMPGROUND

C-09 SITE PLAN #8 - MERGANSER BAY CAMPGROUND

C-10 SITE PLAN #9 - CANVASBACK COVE CAMPGROUND ROAD

C-11 SITE PLAN #10 - CANVASBACK COVE CAMPGROUND

C-12 SITE PLAN #11 - CAMPGROUND BOAT RAMP

C-13 SITE PLAN #12 - WHITE PINES SPRING CREEK CAMPGROUND

C-14 SITE DETAILS & NOTES

A-01 ARCHITECTURAL DETAILS

A-02 ARCHITECTURAL DETAILS

3/15/2024DALE BROCKAMP

CONSTRUCT VAULT TOILETS - POD 2

SHABBONA LAKE STATE PARK &

WHITE PINES FOREST STATE PARK

DEKALB & OGLE COUNTIES, ILLINOIS

IDNR FILE NO. 1-19-073

KS

AREA LOCATION MAP

WHITE PINES FOREST

STATE PARK

PROJECT

LOCATIONS

SHABBONA LAKE

& STATE PARK

SITE #5 - SOMONAUK POINT

SITE #3 - THREE FIRES PLAYGROUNG

SITE #1 - SHABBONA GROVE PICNIC AREA

SITE #11 - CAMPGROUND BOAT RAMP

SITE #4 - MAIN BOAT RAMP

ADMINISTRATIVE OFFICE

SITE #2 - THREE FIRES SHELTER

SITE #10 - CANVASBACK COVE CAMPGROUND

SITE #9 - CANVASBACK COVE CAMPGROUND ROAD

SITE #6 - TEAL BAY CAMPGROUND ROAD

SITE #7 - TEAL BAY CAMPGROUND

SITE #8 - MERGANSER CIRCLE CAMPGROUND

CAMPGROUND ENTRANCE

PARK ENTRANCE

SHABBONA LAKE

PRESERVE RD.

SHABBONA LAKE

STATE PARK

PARK RD.

SHABBONA GROVE RD.

SH

AB

BO

NA

R D.

HOUGHTBY RD.

SITE #12 - SPRING CREEK

YOUTH CAMPGROUND

PARK ENTRANCE

ADMINISTRATIVE

OFFICE

W. PINES RD.

WHITE PINES FOREST

STATE PARK

FO

RR

ES

T

RD

Feet 0 1250 2500

GENERAL NOTES:

1. SCOPE OF WORK - THIS PROJECT WILL CONSIST OF THE CONTRACTOR PROVIDING ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO PROPERTY CONSTRUCT TWELVE (12) NEW VAULT TOILET

BUILDINGS AT SHABBONA LAKE STATE PARK (11 SITES) AND WHITE PINES FOREST STATE PARK (1 SITE), AND INCLUDING ANCILLARY SITE IMPROVEMENTS SUCH AS ACCESSIBLE SIDEWALKS, PARKING AND LIGHTING, DRAINAGE IMPROVEMENTS, DEMOLITION OF EXISTING STRUCTURES, EROSION CONTROL AND SITE RESTORATION. A SUMMARY OF PRIMARY WORK ITEMS INCLUDES BUT IS NOT LIMITED TO:

1.1. CONSTRUCTION OF TWELVE (12) NEW VAULT TOILET BUILDINGS - ELEVEN DAUL-TOILET BUILDINGS AND ONE FOUR-TOILET BUILDING.

1.2. DEMOLITION OF THIRTEEN (13) EXISTING WOOD PRIVY STRUCTURES AND VAULTS OF VARYING SIZES.

1.3. CONSTRUCTION OF APPROXIMATELY 9,570 SQUARE FEET OF CONCRETE SIDEWALK AND APRON, ADA-COMPLIANT WHERE APPLICABLE.

1.4. CONSTRUCTION OF APPROXIMATELY 1,460 SQUARE FEET OF CONCRETE PARKING AREA, ADA-COMPLIANT WITH MARKING AND SIGNAGE WHERE APPLICABLE.

1.5. REMOVAL OF APPROXIMLATELY 14,750 SQUARE FEET OF ASPHALT OR CONCRETE SIDEWALK AND PARKING LOT PAVEMENT.

1.6. INSTALLATION OF TWO SOLAR-POWERED LED AREA LIGHTS, WITH METAL POLES AND CONCRETE FOUNDATIONS.

1.7. MINOR ADJUSTMENTS TO EXISTING SITE UTILITIES.

1.8. REMOVAL OF APPROXIMATELY 24 INDIVIDUAL TREES OF VARYING SIZES.

1.9. INSTALLATION OF 750 LINEAR FEET OF SILT FENCING FOR TEMPORARY EROSION CONTROL.

1.10. MINOR DRAINAGE IMPROVEMENTS INCLUDING 200 LINEAR FEET OF CULVERT REPLACEMENTS AND SITE GRADING.

1.11. SITE GRADING AND RESTORATION, INCLUDING TOPSOIL, SEEDING, FERTILIZER, LIME, AND MULCH.

1.12. PROJECT SUMMARY AND APPROXIMATE QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, EQUIPMENT, AND MATERIALS AS NECESSARY TO FULLY COMPLETE THE WORK AS SHOWN AND REQUIRED IN THE BIDDING DOCUMENTS. ACTUAL QUANTITIES WILL NOT BE MEASURED SEPARATELY

FOR PAYMENT OR ADJUSTMENT.

2. PROJECT AREA - THE OVERALL PROJECT CONSISTS OF MULTIPLE INDIVIDUAL SITES SPREAD ACROSS VARIOUS LOCATIONS OF THE SHABBONA LAKE AND STATE PARK (11 SITES) AND WHITE PINES FOREST STATE PARK (1 SITE), WHICH WILL CONTINUE TO BE OPEN TO AND USED BY THE GENERAL PUBLIC THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE SITE SUPERINTENDENT AND CONDUCTED IN AN ORDERLY AND EFFECTIVE MANNER TO MINIMIZE IMPACTS TO THE OWNER AND GENERAL PUBLIC.

3. ORDER OF OPERATIONS - CONCURRENT WORK AT MULTIPLE SITES WILL BE LIMITED TO THOSE ONLY WITHIN CLOSE PROXIMITY OF EACH OTHER AND WITHIN THE CAPABILITIES OF THE CONTRACTOR TO MAKE CONTINUAL PROGRESS AT EACH LOCATION. PARTIAL ACCEPTANCE MAY BE REQUESTED OF SUBSTANTIALLY COMPLETED INDIVIDUAL SITES IN ORDER TO MAINTAIN A REASONABLE LEVEL OF SERVICE TO THE GENERAL PUBLIC UNTIL ALL CONSTRUCTION IS COMPLETED. UNLESS IN CONFLICT WITH THE NEW CONSTRUCTION, EXISTING VAULT TOILETS CALLED FOR REMOVAL SHALL REMAIN IN USE UNTIL THE

CORRESPONDING REPLACEMENT STRUCTURE HAS BEEN COMPLETED.

4. SAFETY - CONTRACTOR SHALL PROVIDE APPROPRIATE VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL VIA TRAFFIC CONES, BARRICADES, SIGNAGE, CAUTION TAPE, AND/OR PHASING AS NECESSARY AND AS REQUESTED BY THE SITE SUPERINTENDENT TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION. ALL PRIMARY PARK AND CAMPGROUND ROADS SHALL REMAIN OPEN UNLESS CLOSURE IS AUTHORIZED BY THE SITE SUPERINTENDENT. ALL ACTIVE WORK AREAS SHALL BE CLOSED OFF TO PUBLIC ACCESS, AND ANY OPEN EXCAVATIONS SHALL BE FENCED OFF OVERNIGHT. THE CONTRACTOR IS

RESPONSIBLE FOR SECURING THEIR EQUIPMENT AND MATERIALS.

5. PRECONSTRUCTION MEETING - PRIOR TO INITIATING ANY CONSTRUCTION THE CONTRACTOR SHALL COORDINATE A PRECONSTRUCTION MEETING WITH THE IDNR PROJECT MANAGER, SITE SUPERINTENDENT, AND OTHER STAKEHOLDERS AS APPROPRIATE. A PROPOSED CONSTRUCTION SCHEDULE AND DRAFT CONTRACTOR'S SCHEDULE OF VALUES (CSV) SHALL BE SUBMITTED FOR IDNR

REVIEW PRIOR TO STARTING.

6. SITE LAYOUT

6.1. SOME ITEMS, DIMENSIONS, AND QUANTITIES DEPICTED ON THE PROPOSED SITE PLAN LAYOUTS MAY BE SHOWN SCHEMATICALLY OR PROVIDED FOR THE CONTRACTOR'S GENERAL REFERENCE . THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS AND QUANTITIES PRIOR TO BIDDING, AND FOR ULTIMATELY ENSURING EACH COMPLETED SITE HAS POSITIVE SITE DRAINAGE, CLEANLY TIES IN TO EXISTING FEATURES, IS COORDINATED WITH EXISTING UTILITIES, IS IN COMPLIANCE WITH ADA GRADE REQUIREMENTS, AND MEETS THE OVERALL DESIGN INTENT. MINOR FIELD ADJUSTMENTS MAY BE REQUIRED TO ACHIEVE THESE CONDITIONS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH MODIFICATIONS.

6.2. VAULT TOILET BUILDING FINISHED FLOOR ELEVATIONS, UNLESS OTHERWISE NOTED, SHALL BE FOUR TO SIX INCHES ABOVE EXISTING GRADE OR HIGHER IF NECESSARY TO ESTABLISH POSITIVE DRAINAGE AWAY FROM THE BUILDING WITHOUT CREATING AREAS OF PONDING. GRADE SHALLOW SWALES AS REQUIRED TO MAINTAIN OVERALL SITE DRAINAGE PATTERNS.

6.3. PRIOR TO UNDERTAKING SITE WORK AT EACH LOCATION, CONTRACTOR SHALL LAYOUT ALL PROPOSED SITE COMPONENTS, INCLUDING SILT FENCE LOCATIONS, REMOVAL LIMITS, VAULT TOILET BUILDING CORNERS, FINISHED FLOOR ELEVATIONS, SIDEWALK EDGES AND SLOPES, AND PROPOSED DRAINAGE ROUTING - ALONG WITH ANY PROPOSED ADJUSTMENTS - AND CONTACT THE IDNR

PROJECT MANAGER FOR REVIEW AND CONCURRENCE.

6.4. LIGHT POLE LOCATIONS MAY BE ADJUSTED BASED ON FINAL SITE LAYOUT AND CONDITIONS.

7. PRIOR TO COMMENCING SITEWORK, CONTRACTOR SHALL IDENTIFY AND LOCATE ANY EXISTING UTILITIES THAT MAY BE IN CONFLICT WITH THE PROPOSED WORK. ANY POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE IDNR PROJECT MANAGER TO DETERMINE IF FURTHER ACTION IS NEEDED.

8. THE ACCESSIBILITY OF CONSTRUCTION EQUIPMENT AND MATERIALS MAY VARY BY SITE LOCATION. LIGHTER DUTY EQUIPMENT AND/OR WAITING FOR FAVORABLE SITE CONDITIONS MAY BE REQUIRED TO REACH AND CONSTRUCT AT CERTAIN SITES. EXCESSIVE DISTURBANCES CAUSED BY LARGE EQUIPMENT WILL NOT BE PERMITTED.

9. THE CONTRACTOR SHALL TAKE CARE NOT TO CAUSE DAMAGE

TO ANY TURF AREAS, TREES, PAVEMENTS, UTILITIES, OR OTHER

FEATURES ADJACENT TO THE WORK AREA LIMITS SHOWN. ANY

DAMAGE SHALL BE REPAIRED AT THEIR EXPENSE WITH LIKE OR

BETTER MATERIALS. ALL DISTURBED TURF AREAS SHALL BE

GRADED, SEEDED, FERTILIZED AND MULCHED.

10. ALL EXCESS EXCAVATION AND REMOVED MATERIALS SHALL

BE HAULED OFFSITE AND DISPOSED OF IN A LEGAL MANNER.

24"

18"

16" 18"

16"

18"

5"7" 6"

7" 20"

17"

19"

7"

8"5"6"

5"8" 28"

15"

5"8" 7" 7"8"

6"

11" 26"

24" 12"

19"7" 15"

11"

18"

8"8"6"

18"

13" 7"9"

29"

26"

498.59

498.96

499.05

498.74

497.91

498.02

497.90

497.80

497.94

498.12

497.56

497.68

498.50

498.79

498.26

498.35

498.32

8.

498.92

498.76

498.53

8.

498.28

498.44

498.78

498.84

498.84

498.28

499.08

499.87 499.86

499.00

498.18

498.29

498.28

498.32

498.08

498.92

498.43

497.64

497.87

497.92

497.68 49 7.

6.

496.38

497.06

497.17

499.20

498.47

498.56

498.21

498.72

498.70

498.63

498.57

498.64

498.77

498.02

498.25

498.68

498.56

498.51

498.38

498.32

498.48

498.80

498.02

497.87

498.54

498.73

498.61

498.63

498.56

498.59

498.91

497.67

497.64

498.29

498.70

498.12

498.87

498.70

499.14

497.14

497.25

498.01

498.35

498.36

498.11

498.10

498.56

499.36

497.22

496.56

496.92

497.56

497.75

497.68

498.03

498.61

499.37

X

498.53 498.27

498.05 497.87

498.25

498.21 498.08

497.88

497.64

498.16

497.60

X

X

X 20.0'

41.7'

6.2'

X

X REMOVE 170L.F. OF

ASPHALT SIDEWALK

REMOVE VAULT TOILET AND

SURROUNDING PAVEMENT/FEATURES

F.F.E. - 498.84

REMOVE TREE

ASPHALT SIDEWALK

TO REMAIN

ASPHALT PAVEMENT

TO BE REMOVED

SITE BENCHMARK IS SPIKE NAIL

LOCATED ON NORTH POLE OF

"SHABBONA GROVE PICNIC AREA" SIGN

AT S.E. SIDE OF LOOP. ELEV. - 493.36

REMOVE TREE

REMOVE TREE

ASPHALT PARKING

TO REMAINREMOVE TREE

REMOVE FENCE

AND DUMPSTER PAD

REMOVE TREE

REMOVE TREE

24"

18"

18"

16"

18"

5"7" 6"

7" 20"

17"

19"

5"8" 28"

15"

11" 26"

24" 12"

19"7" 15"

8"8"6"

18"

13" 7"9"

29"

26"

498.59

498.96 498.74

498.79

498.26

498.28

499.08

499.87 499.86

499.00

498.18

7.

6.

496.38

497.06

497.17

499.20

498.47

498.56

498.21

498.72

498.70

498.63

498.57

498.64

498.77

498.25

498.68

498.56

498.51

498.38

498.32

498.48

498.80

498.54

498.73

498.61

498.63

498.59

498.91

497.67

497.64

498.29

498.70

498.12

498.70

499.14

497.14

497.25

498.01

498.35

498.36

498.11

498.10

499.36

497.22

496.56

496.92

497.56

497.75

497.68

498.03

498.61

499.37

22.5' @ 70'R

88.3' @ 150'R

10.0'

5.0' TYP.

5.0'

35.5'

34.5'

499.10

498.50

499.00

499.23

498.53 498.27

498.27

498.27498.32 498.64

498.64 498.53

498.74

498.08

498.16 498.74

498.53

20.0'

41.7' 9.1' 8.0' 8.0' 8.6'

8.8' 8.9' 8.9' 9.6'

497.98498.02

498.15

7.5

20.0'

8.0'

NEW VAULT TOILET WITH CONCRETE

APRON IN SAME LOCATION AS

EXISTING (FACING SOUTHEAST)

F.F.E.- 499.1 (AT DOOR)

SHALLOW SWALE,

MAINTAIN DRAINAGE

MATCH

EXISTING

INSTALL DUAL 6" DIA.

HDPE PIPES - 8 L.F.

D.S.F.L. - 497.25 U.S.F.L. - 497.29 T.O.C. - 498.30

GRADE SWALE @ 1%

SLOPE TO DAYLIGHT (~50')

NEW 8'X6' CONC.

DUMPSTER PAD @

6" THICK

REGRADE SWALE

TO DRAIN TO NEW

HDPE PIPES

REINSTALL

WOOD FENCE

PARKING LOT E.O.P.

RADIUS @ ~180'

NEW 5' WIDE SIDEWALK. MATCH EXISTING

GRADE AND MAINTAIN DRAINAGE

NEW CONCRETE ADA

PARKING/ACCESS STALLS,

SIGNAGE & MARKING.

SITE BENCHMARK IS SPIKE NAIL

LOCATED ON NORTH POLE OF

"SHABBONA GROVE PICNIC AREA" SIGN

AT S.E. SIDE OF LOOP. ELEV. - 493.36

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE

(BLDG. "1") AND CONCRETE VAULT(S). REFER TO NOTES ON SITE DETAILS

SHEET.

· REMOVE EXISTING TREES ADJACENT TO SIDEWALK/PARKING AS NOTED.

· REMOVE EXISTING ASPHALT SIDEWALK AND OTHER SURROUNDING ANCILLARY

ITEMS AS SHOWN ON PLAN OR IF IN CONFLICT WITH NEW CONSTRUCTION.

BACKFILL AND CAP ALL EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4"

TOPSOIL PRIOR TO FINAL GRADING AND SEEDING.

· ASPHALT PARKING LOT AND DUMPSTER PAD REMOVAL.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· 225 L.F. OF 5-FT WIDE ACCESSIBLE CONCRETE SIDEWALK. GRADE SIDEWALK

AS REQUIRED TO MAINTAIN EXISTING DRAINAGE PATTERNS AND ADA

COMPLIANCE.

· 860 S.F. CONCRETE PARKING LOT REPLACEMENT INCLUDING MARKING,

SIGNAGE, AND BLOCKS FOR TWO SETS OF ADA PARKING/ACCESS STALLS

AND TRANSITION SLAB.

· 8'X6' CONCRETE DUMPSTER PAD

· 175 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING AND DRAINAGE TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING AND PARKING LOT

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

EXISTING SITE/DEMO PLAN PROPOSED SITE PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

498.32

Feet 0 30 60

12"

6"

8"

6" 18"

15" 12"

18"

28"

16"

10"

15"

32"

12"

13"

18"

18"

18"

29"

18"

15"

11"

20"

19"

8" 11"

24"

30"

6"

7"

15"

17"

11"

6" 16"

8"

8"

5"

6" 6"24"

14"

18"

16"

22"

14"

14"

18"

18"

16"

548.95

548.75

555.72

555.42

557.30

556.37

556.37

556.18

555.09

554.21

554.42

554.18

555.48

554.39

553.35

552.96

552.96

552.59

555.20

554.18

552.62

551.98

553.23

552.74

551.57

551.61

551.94

550.27

549.57

550.77

551.21

548.97

548.76

550.02

550.62

551.53

547.60

548.26

549.49

549.68

550.50

550.89

550.58

547.82

548.62

548.69

549.04

549.08

548.97

548.34

547.68

547.46

547.64

547.61

547.45

547.21

546.98

546.99

547.51

546.69

546.39

546.65

547.88

545.57

544.86

545.94

77.3' @ 45'R

551.85

551.25

551.97

551.75

18.5'

10.0'

64.5'

51.5' @ 45'R

28.6'

31.6' @ 100'R

9.3' 10.0'

45'R

45'R

551.30

551.20

551.25

8'

12'

4'

4' 551.70

551.70

551.70

43.4'

11.2' @ 15'R

12.0'

30.0'

20.0' 549.08

548.95

548.64

548.71

548.40

548.09

NEW VAULT TOILET WITH CONCRETE

APRON (FACING SOUTH)

F.F.E.- 551.85 (AT DOOR)

85 L.F. NEW CONCRETE

SIDEWALK @ 5% MAX GRADE

GRADE HIGH SIDE TO

DRAIN AROUND BUILDING

NEW 5' WIDE SIDEWALK.

MATCH EXISTING GRADE

AND MAINTAIN DRAINAGE.

5% MAX LONG. GRADE.

POUR REPLACEMENT

CONCRETE APRON FLUSH WITH

EXISTING WATER FOUNTAIN,

SLOPE TO EAST AT 2% MAX

5' ADA TURN RADIUS

EXISTING VAULT SLAB/WATER

FOUNTAIN @ 551.80 TO BE

CLEANED AND ADJUSTED.

INSTALL DUAL REPLACEMENT

12" HDPE PIPE, 40 L.F. EACH.

USFL: 545.93

DSFL: 545.11

REMOVE AND REINSTALL

WOOD FENCING

NEW 8'X6' CONCRETE

DUMPSTER PAD, 6" THICK

SLOPE 1% TOWARDS REAR

ADJUST SIDEWALK

GRADE TO CLEAR

PIPES AS NEEDED.

NEW CONCRETE ADA PARKING/ACCESS

STALLS, MARKING AND SIGNAGE.

TRANSITION 3RD STALL TO MATCH EXISTING

SITE BENCHMARK

CHSL. SQ. NW CORNER

CONCRETE PAD

ELEV. 555.50

7 55

12"

6"

8"

6" 18"

15" 12"

18"

28"

16"

10"

15"

12"

11"

11"

10"

32"

12"

13"

18"

18"

18"

29"

18"

15"

11"

20"

19"

8" 11"

24"

30"

6"

7"

15"

17"

11"

6" 16"

RIM=551.82

8"

8"

5"

6" 6"

12"

24"

14"

18"

16"

22"

14"

14"

18"

18"

16"

16"

547.48

548.15

548.95

548.90

547.76

547.66

548.43

548.75

558.30

555.72

555.42

557.30

556.37

556.37

556.18

555.09

554.21

554.42

554.18

555.48

554.39

553.35

552.96

552.96

552.59

555.20

554.18

552.62

551.54

552.33

551.98

553.23

552.74

551.42

550.42

551.57

551.61

551.94

550.27

549.57

550.77

551.21

548.97

548.76

550.02

550.62

551.53

547.60

548.26

549.49

549.68

550.50

550.89

550.58

547.82

548.62

548.69

549.04

549.08

548.97

548.34

547.68

547.46

547.64

547.61

547.84

547.45

547.21

546.98

546.99

547.51

548.65

546.69

546.39

546.65

547.88

545.57

544.86

545.94

X

20.0'

30.0'

X X

X X

REMOVE EXISTING

CONCRETE APRON AND

LANDSCAPE TIMBERS

REMOVE EXISTING ASPHALT

SIDEWALK

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE TREE

REMOVE EXISTING

ASPHALT SIDEWALK

REMOVE EXISTING

CULVERTS AND

RETAINING WALL

REMOVE EXISTING ASPHALT PARKING

AND CONCRETE DUMPSTER PAD

REMOVE TREES

EXISTING WATER

FOUNTAIN AND VAULT

SLAB TOP TO REMAIN

AND BE PROTECTED

557 55

X X

X X

X X

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE

(BLDG. "2"). EXISTING CONCRETE VAULT(S) MAY BE ABANDONED IN PLACE.

REFER TO NOTES ON SITE DETAILS SHEET. EXISTING SITE SHALL BE

REGRADED TO MATCH SURROUNDING TERRAIN AND RESTORED TO TURF.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN CONFLICT

WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL EXCAVATED AREAS TO

REMAIN AS TURF WITH MIN. 4" TOPSOIL PRIOR TO FINAL GRADING AND

SEEDING.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING WATER

FOUNTAIN AND VAULT. FOUNTAIN TO BE PROTECTED.

· REMOVE EXISTING ASPHALT PARKING LOT PAVEMENT AND DUMPSTER PAD

· REMOVE EXISTING DUAL 12" CMP CULVERTS.

· TREE REMOVAL AS NOTED.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· 360 L.F. OF 5-FT WIDE ACCESSIBLE CONCRETE SIDEWALK. GRADE SIDEWALK

AS REQUIRED TO MAINTAIN EXISTING DRAINAGE PATTERNS AND ADA

COMPLIANCE.

· NEW CONCRETE APRON AROUND EXISTING WATER FOUNTAIN.

· WATER FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND ADJUSTED TO

MATCH SURROUNDING PROPOSED CONCRETE APRON GRADE. SEE NOTES

ON CIVIL DETAILS SHEET.

· 600 S.F. CONCRETE PARKING LOT INCLUDING ADA STALLS, SIGNAGE AND

MARKING.

· CONCRETE DUMPSTER PAD

· 80 L.F. REPLACEMENT 12" HDPE CULVERT.

· 50 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM BUILDING

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

EXISTING SITE PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

498.32

Feet 1:180

60300 15

PROPOSED SITE PLAN

10"

14"

10"

28"

28"

22"

18"

18"

8"6"6"6"

12"

22"

546.58

546.52

546.63 546.89

543.46

544.28 544.16

4.

544.64

544.76

544.89

4.9

544.59

5.2

545.23

544.70

545.95

545.17

544.98

544.63

544.51

544.45

544.48

545.49

544.89

544.52

544.63

544.73

544.94

546.62

544.96

544.74

544.65

544.75

544.89

545.12

547.27

545.20

544.52

544.48

544.75

546.71

545.43

544.46

543.85

543.82

543.70

543.60

546.52

545.55

544.18

543.39

542.76

542.38

542.12

BI

TU

M

IN

OUS

BITUMINOUS

22"

544.73

544.98

544.39

14.8'

38.8' @ 60'R

10.0'

12.8'

10'

10'

8'

25'

20'

18'

8'

12'

5.0'

54.0'

545.50

546.17

545.65

544.65

544.81

544.95

544.95

544.55

544.77

545.82 544.82

545.00 544.92544.92

544.45

544.50

544.44

545.00 545.10

545.22

544.16

544.19

4.0'

544.24

544.20

544.39

3.4'

544.50

NEW 5' WIDE CONCRETE

SIDEWALK @ 5% MAX

LONG. GRADE

NEW CONCRETE PICNIC

AREA ~590 S.F.

SLOPE N.E. @ 2% MAX

NEW VAULT TOILET WITH CONCRETE

APRON (FACING SOUTHWEST)

F.F.E.- 544.85 (AT DOOR) NEW SOLAR LED AREA

LIGHT ON POLE

EXISTING VAULT SLAB

TOP @ 544.88 TO BE

CLEANED AND ADJUSTED.

NEW CONCRETE

APRON AROUND

WATER FOUNTAINEXTEND SWALE

FLOWLINE @ 1%

CONSTRUCT TURF BERM WITH

6:1 SIDE SLOPES. 2' WIDE TOP

MIN. 8" ABOVE F.L. ELEV.

SITE BENCHMARK IS CHISELED

SQUARE ON NORTH SIDE OF

NEAREST LIGHT POLE BASE IN

TURF ISLAND.

ELEV. - 550.00'

10"

10" 14" 10"

RIM=545.15

28"

28"

22"

18"

18"

8"6"6"6"

12"

22"

RIM=544.88

546.58

546.52

546.63 546.89

5.

5.

545.06

545.14

543.65

543.46

544.28

544.16

544.15

4.

544.64

544.44 544.29

544.76

544.87

545.01

544.99

5.2

545.23

544.70

546.62

544.96

544.74

544.65

544.75

544.89

545.12

547.27

545.20

544.45

544.52

544.48

544.88

544.75

546.71

545.43

544.46

543.85

543.82

543.70

543.60

546.52

545.55

544.18

543.39

542.76

542.38

542.12

BI

TU

M

IN

OU

S

BITUMINOUS

9.8'

4.1'

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING ASPHALT

SIDEWALK AND PICNIC AREA

PAVEMENT

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING GRILL

TO REMAIN

PLAYGROUND

WATER FOUNTAIN AND

CONCRETE VAULT SLAB

TOP TO REMAIN.

CONCRETE APRON

AND SURROUNDING

LANDSCAPING TO BE

REMOVED

SAW CUT AND

REMOVE CONC.

SIDEWALK AT JOINT

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET

STRUCTURE (BLDG. "3") AND CONCRETE VAULT(S). REFER TO

NOTES ON SITE DETAILS SHEET.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN

CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL

EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL

PRIOR TO FINAL GRADING AND SEEDING.

· REMOVE ASPHALT PICNIC AREA PAVEMENT.

· REMOVE CONCRETE APRON SURROUNDING EXISTING WATER

FOUNTAIN AND VAULT. WATER FOUNTAIN TO BE PROTECTED.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· SOLAR AREA LIGHT FIXTURE ON 20' POLE. CONTRACTOR TO

COORDINATE LOCATION OF LIGHT WITH SITE STAFF.

· 120 L.F. OF 5-FT WIDE ACCESSIBLE CONCRETE SIDEWALK. GRADE

SIDEWALK AS REQUIRED TO MAINTAIN EXISTING DRAINAGE

PATTERNS AND ADA COMPLIANCE.

· 670 S.F. NEW CONCRETE APRON AT PICNIC AREA AND WATER

FOUNTAIN.

· WATER FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND

ADJUSTED TO MATCH SURROUND PROPOSED CONCRETE APRON

GRADE. SEE NOTES ON CIVIL DETAILS SHEET.

· SITE GRADING TO DIVERT STORMWATER RUNOFF AWAY FROM

PICNIC AREA.

· 75 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF

SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING

AND MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

498.32

14"

14"

14" 12"

10" 10"

14"

18"

16"

553.84

555.46

556.95

558.25

552.57

554.20

556.07

556.13

547.99

549.91

551.22

552.38

553.21

553.84

548.28

547.78

549.77

550.47

550.92

551.23

548.07

546.71

547.95

548.85

548.73

548.66

546.95

X X

X

X

X

REMOVE TREES

REMOVE SURROUNDING

CONCRETE SIDEWALK

AND LANDSCAPING.

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING ASPHALT

SIDEWALK

EXISTING LIGHT POLE

AND CULVERT TO REMAIN

MAIN BOAT RAMP

PARKING LOT

REMOVE TREE

SITE BENCHMARK -

CHISELED SQUARE ON

WEST SIDE OF LIGHT

POLE BASE - 550.00

EXISTING CONCRETE

TO BE REMOVED

WATER FOUNTAIN & VAULT SLAB

TO REMAIN AND BE PROTECTED

556 55

14" 12"

10"

14"

18"

16"

553.84

555.46

556.95

558.25

552.57

554.20

556.13

547.99

552.38

553.21

553.84

548.28

550.47

550.92

551.23

548.07

546.71

547.95

548.85

548.73

548.66

551.05 551.05

551.30

5.0' TYP.

12.0'

12.0'

15.0'

548.90

43.0'

1.1 5 55

1.1

551.15

1.3

5.0'

5.0' 551.40

551.52

MATCH EXISTING

INSTALL 4'X2' DETECTABLE

WARNING

NEW VAULT TOILET WITH CONCRETE

APRON (FACING SOUTHWEST)

F.F.E.- 550.40 (AT DOOR)

POUR REPLACEMENT

CONCRETE APRON FLUSH

WITH EXISTING WATER

FOUNTAIN, SLOPE TO S.E.

AT 2% MAX

REGRADE DEMO SITE TO

MATCH SURROUNDING

TERRAIN

43 L.F. CONCRETE

SIDEWALK AT 5% SLOPE

TIE-IN SITE GRADING

TO EXISTING

(4:1 MAX SLOPE)

5' ADA TURN RADIUS

EXISTING VAULT

SLAB/WATER FOUNTAIN

@ 551.24 TO BE CLEANED

AND ADJUSTED.

GRADE HIGH SIDE TO

DRAIN AROUND BUILDING

556 55

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET

STRUCTURE (BLDG. "4"). EXISTING CONCRETE VAULT(S) MAY BE

ABANDONED IN PLACE. REFER TO NOTES ON SITE DETAILS

SHEET. EXISTING SITE SHALL BE REGRADED TO MATCH

SURROUNDING TERRAIN AND RESTORED TO TURF.

· REMOVE EXISTING ASPHALT AND CONCRETE SIDEWALK,

LANDSCAPING, AND OTHER SURROUNDING ANCILLARY ITEMS AS

SHOWN ON PLAN OR IF IN CONFLICT WITH NEW CONSTRUCTION.

BACKFILL AND CAP ALL EXCAVATED AREAS TO REMAIN AS TURF

WITH MIN. 4" TOPSOIL PRIOR TO FINAL GRADING AND SEEDING.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING

EXISTING WATER FOUNTAIN/VAULT. WATER FOUNTAIN TO REMAIN

AND BE PROTECTED.

· REMOVE TREES SURROUNDING DEMO AREA AS SHOWN.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· NEW CONCRETE APRON AROUND EXISTING WATER FOUNTAIN.

· FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND ADJUSTED TO

MATCH SURROUNDING PROPOSED CONCRETE APRON GRADE.

SEE NOTES ON CIVIL DETAILS SHEET.

· 58 L.F. OF 5-FT WIDE ACCESSIBLE CONCRETE SIDEWALK. GRADE

SIDEWALK AS REQUIRED TO MAINTAIN EXISTING DRAINAGE

PATTERNS AND ADA COMPLIANCE.

· 50 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF

SITEWORK.

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING

AND MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

RIM

=50

2.2

501.86

501.86

499.22 499.46

499.15

499.87

499.71

499.67

499.92

500.65

501.56

501.77

499.85

499.65

499.93

500.43

501.30

502.14

499.72

499.62

499.95

500.43

501.31

502.14

499.10

499.27

499.72

500.68

501.33

502.14

499.64

499.29

499.01

499.82

501.28

501.99

500.22

499.72

498.79

499.23

500.33

20"

18"

10"

36"

24"

5"

18" 15"

5.0'

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING ASPHALT

SIDEWALK

EXISTING ASPHALT

SIDEWALK TO REMAIN

PARKING LOT

SAW CUT

SAW CUT AND REMOVE

EXISTING ASPHALT

SITE BENCHMARK -

CHISELED SQUARE ON

EAST CORNER OF GRILL

CONCRETE PAD - 550.57

X

REMOVE TREE

SHALLOW SWALE

501.86

9.4

499.87

499.71

499.67

499.92

500.65

501.77

499.85

499.65

499.93

500.43

502.05

502.14

499.72

499.62

499.95

500.43

501.31

502.14

499.10

499.27

499.72

500.68

501.33

502.14

499.64

499.01

499.82

501.28

501.99

500.22

499.72

498.79

499.23

500.33

499.84

499.53

20"

18"

10"

36"

24"

5"

18"

49.8' @ 60'R

24.0' @ 25'R

90.5' @ 75'R

502.20

501.95

500.35

5'

17.1'

5.0'

28.5'

5.0'

MATCH EXISTING

~501.45

NEW VAULT TOILET WITH CONCRETE

APRON (FACING SOUTHEAST)

F.F.E.- 502.30 (AT DOOR)

201 L.F. CONCRETE SIDEWALK

MATCH EXISTING GRADE/ELEVATE

OVER SWALE TO CLEAR PIPE

EXISTING

DUMPSTER PAD

RAISE SIDEWALK TO MEET NEW

V.T. ELEV. MAX GRADE 5%. CLEANOUT/REGRADE

FLOWLINE TO

REESTABLISH POSITIVE

DRAINAGE ~100 L.F.

8.0'

8.0'

8.0'

8.0'

20.0'

REMARK ADA STALLS AND

REPLACE SIGNAGE. EXISTING

PAVEMENT, SIGN POSTS, AND

PARKING BLOCKS TO REMAIN.

5.0'

502.30

502.42

INSTALL 10 L.F. 8" DIA.

HDPE PIPE CULVERT.

U.S.F.L. - 498.95 D.S.F.L. - 498.90

499.57

499.55

499.35

499.45

500.12

500.12

EXISTING SITE/DEMO PLAN:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE (BLDG. "5") AND CONCRETE VAULT(S). REFER

TO NOTES ON SITE DETAILS SHEET.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER SURROUNDING ANCILLARY ITEMS AS SHOWN ON

PLAN OR IF IN CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL EXCAVATED AREAS TO REMAIN AS TURF

WITH MIN. 4" TOPSOIL PRIOR TO FINAL GRADING AND SEEDING.

Feet 0 20 40

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

498.32

PROPOSED SITE PLAN:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· 200 L.F. OF 5-FT WIDE ACCESSIBLE CONCRETE SIDEWALK. GRADE SIDEWALK AS REQUIRED TO MAINTAIN

EXISTING DRAINAGE PATTERNS AND ADA COMPLIANCE.

· 50 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK.

· NEW 8" HDPE PIPE CULVERT

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM BUILDING AND SIDEWALK.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND MULCHING OF ALL DISTURBED AREAS.

· REMARK TWO SETS OF ADA PARKING STALLS AND ACCESS AISLES. REPLACE SIGNS ON EXISTING POSTS.

4"

6" 16"

10"

6" 8"

12"

10"

10"14" 4"

18"

12"8"

8"

10"

8"

8"

8"

8" 6"4"

6"6"

6"6" 6"8" 8"

8" 12" 12"

10" 8"

4"

4" 12"

18"

8"10" 6"6"

8" 6"

8"

16"

RIM=551.25

RIM=551.23

6"

6"

16"

4"14"

4"

16"

10" 6"

4"4"

6"

6"

32"

8"

12" 12"

12"

12"

6"

12"

18"

8"8" 8"

6"

6"6"

6"

545.92

549.99

552.65

548.78

546.72

548.12

550.98

551.18

553.72

550.12

548.51

549.11

550.89

551.63

554.41

549.96

549.32

550.88

552.73

554.65

544.73

549.63

551.57

551.28

551.16

X X

X X

X

X

REMOVE CONCRETE APRON AND

LANDSCAPING SURROUNDING

WATER FOUNTAIN/SLAB TOP.

FOUNTAIN TO REMAIN.

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE

TO BE PROTECTED

AND REMAIN

EXISTING DUMPSTER

AREA TO BE PROTECTED

AND REMAIN

EXISTING CULVERT

TO BE REMOVED

AND REPLACED

554553

551 551

549 549

551.11 551.10

SAW CUT

4"

6" 16"

10"

6" 8"

12"

10"

10"14" 4"

18"

12"8"

8"

10"

8"

8"

8"

8" 6"4"

6"6"

6"6" 6"8" 8"

8" 12" 12"

10" 8"

4"

4" 12"

18"

8"10" 6"6"

8" 6"

8"

16"

6"

6"

16"

4"14"

4"

16"

10" 6"

4"4"

6"

6"

32"

8"

12" 12"

12"

12"

6"

12"

18"

8"8" 8"

6"

6"6"

6"

545.92

552.65

548.78

546.72

548.12

553.72

550.12

548.51

549.11

550.89

551.63

554.41

549.96

549.32

550.88

552.73

554.65

544.73

549.63

551.57

551.28

16.0' 12.0'

6.0' 6.0' 6.0' 6.0' 5.0'

12.0'

5.0'

5.0'

5.0'

1' NEW VAULT TOILET WITH CONCRETE

APRON (FACING WEST)

F.F.E.- 551.53 (AT DOOR) OR NO

HIGHER THAN 0.18' ABOVE WATER

FOUNTAIN SLAB.

20 L.F. 12" HDPE

CULVERT. MATCH

EXISTING FLOWLINE.

570 S.F. CONCRETE

SIDEWALK

MATCH EXISTING

LAYOUT REFERENCE

LINE (TYP.)

554553

551 551

549 549

551.43

EXISTING WATER

FOUNTAIN/SLAB TOP @ 551.35

TO BE CLEANED AND ADJUSTED.

551.53

551.43 551.27

551.27

551.11 551.10

551.65

549.15

550.15

SITE BENCHMARK - S.E.

CORNER OF CONCRETE PAD.

ELEV. - 550.97

551.53

549.66

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET

STRUCTURE (BLDG. "A") AND CONCRETE VAULT(S). REFER TO NOTES

ON SITE DETAILS SHEET.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN

CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL

EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL PRIOR

TO FINAL GRADING AND SEEDING. LIGHT POLE AND ELECTRICAL ON

BACKSIDE TO REMAIN.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING WATER

FOUNTAIN. FOUNTAIN TO REMAIN AND BE PROTECTED.

· REMOVE EXISTING CULVERT.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON.

· 570 S.F. CONCRETE SIDEWALK AND APRON AREA. AREA SURROUNDING

VAULT TOILET AND WATER FOUNTAIN TO BE 2% SLOPE OR LESS IN

ANY DIRECTION.

· WATER FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND

ADJUSTED TO MATCH SURROUNDING PROPOSED CONCRETE APRON

GRADE. SEE NOTES ON CIVIL DETAILS SHEET.

· REPLACEMENT CULVERT INSTALLATION WITH 12" HDPE PIPE.

· SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

555.77

555.06

12"

4" 8"10"

4" 20"

8"

4" 4"

6"

INV=555.83

556.28

557.49

12" 12"

6"

12"

12"

6"

16" 6"

10" 16"

6"

RIM=557.80

12" 12"

12" 12"

12"

4" 6"

6"8"

8"

RIM=557.92

RIM=557.93

18"

8" 8"

4"

6"

6"8"

556.28

7.0

557.51

558.63

558.06

558.13

558.07

558.08

7.8

557.63

557.96

557.76

556.95

557.54

557.76

557.81

557.92

557.81

557.83

557.88

558.20

8.1

557.82

557.84

557.67

557.73

557.64

557.72 558.10 558.15 558.36

558.25

558.47

558.48

558.56

558.54

558.19

558.26

556.68

557.34

557.75

556.44

7.7

7.2

558.81

557.61 REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE

TO BE PROTECTED

AND REMAIN

EXISTING DUMPSTER

AREA TO BE PROTECTED

AND REMAIN

EXISTING CULVERT

TO BE REMOVED

AND REPLACED

REMOVE CONCRETE APRON AND

LANDSCAPING SURROUNDING WATER

FOUNTAIN/SLAB TOP. FOUNTAIN TO

REMAIN AND BE PROTECTED.

1.6'

X REMOVE TREES

X

XX

REMOVE TREES

SAW CUT

555.77

555.06

12"

4" 8"10"

4" 20"

8"

4" 4"

6"

557.49

12" 12"

6"

12"

12"

6"

16" 6"

10" 16"

6"

4" 6"

6"

18"

6"

6"8"

556.28

7.0

557.51

558.63

558.13

558.07

558.08556.95

557.54

557.76

557.81

557.92

557.81 557.88

558.20

8.1

557.82

557.84

557.67

557.73

557.64

557.72 558.10 558.15 558.36

558.25

558.47

558.48

558.56

558.54

558.19

558.26

556.68

557.34

557.75 556.44

7.7

7.2

558.81

24.0'

5.0'

6.0'

6.0'

6.0'

6.0'

5.0'

14.4'

6.0'

12.0'

16.0'

NEW 4-UNIT VAULT TOILET WITH

CONCRETE APRON (FACING SW)

F.F.E.- 557.98 (AT DOOR) OR NO

HIGHER THAN 0.18' ABOVE WATER

FOUNTAIN SLAB.

720 S.F. CONCRETE

SIDEWALK

LAYOUT REFERENCE

LINE (TYP.)

20 L.F. 12" HDPE

CULVERT. MATCH

EXISTING FLOWLINE.

SITE BENCHMARK - CH. SQ.

W. CORNER OF CONC.

TRANSFORMER PAD.

ELEV. - 558.60

557.98

557.98

557.88

557.88

557.84

557.76

557.80

558.08

MATCH EXISTING

557.76

EXISTING WATER

FOUNTAIN/SLAB TOP @ 557.80

TO BE CLEANED AND ADJUSTED

7.3

1'

6'-0"

24'-0"

8'-8"'

2'-0" 2'-8"'

5'-0" 5'-4"' 5'-4"' 5'-0"

2'-8"' 2'-8"'

12'-0"

6'-0" 6'-0" 6'-0"

2'-2"'

5'-0"

MOVE TOILET/OPENING INWARD

ADDITIONAL 4" TO ACCOUNT FOR

EXTERIOR WALL (THIS ONE ONLY)

CONCRETE APRON WITH FOOTER

ROOF OUTLINE

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE (BLDG. "B") AND

CONCRETE VAULT(S). REFER TO NOTES ON SITE DETAILS SHEET.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER SURROUNDING

ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN CONFLICT WITH NEW CONSTRUCTION.

BACKFILL AND CAP ALL EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL

PRIOR TO FINAL GRADING AND SEEDING.

· REMOVE EXISTING CULVERT.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING EXISTING WATER

FOUNTAIN/VAULT. FOUNTAIN TO REMAIN AND BE PROTECTED.

NEW WORK CONSISTS OF:

· NEW 4-UNIT VAULT TOILET WITH ATTACHED CONCRETE APRON. BUILDING SHALL BE

CONSTRUCTED AS PER STANDARD 2-UNIT BUILDING, WITH THE FOLLOWING

MODIFICATIONS:

·· FOUR SETS OF VAULTS AND RESTROOMS CONSOLIDATED INTO SINGLE BUILDING AND

ROOF, SEPARATED BY THREE INTERIOR WALLS PER DETAIL "D" ON SHEET A-02

·· ALL DOORS, VAULTS OPENINGS, SKYLIGHTS, VENT PIPES, HARDWARE, ETC., TO BE

ORIENTED FOR LEFT-HAND OUTSWING LAYOUT (TANK #2 LAYOUT ON ARCHITECTURAL

DETAILS). LEFT-MOST TOILET TO BE MOVED IN ADDITIONAL 4" TO ACCOMMODATE

EXTERIOR WALL. REFER TO DETAIL ON THIS SHEET FOR ADDITIONAL LAYOUT INFO AND

DIMENSIONS.

·· ALL FOUR VAULTS TO BE CONNECTED WITH STEEL BINDER BARS PER DETAIL "F" ON

SHEET A-02.

·· INSTALL SCREENED VENTS ON REAR WALLS.

·· ADJUST ROOF FRAMING AND SPACING AS NECESSARY TO INTEGRATE ALL FOUR UNITS

UNDER A SINGLE ROOF. MAINTAIN STANDARD OVERHANGS AND FINISHES ON ALL ENDS.

· 720 S.F. CONCRETE SIDEWALK AND APRON AREA. AREA SURROUNDING VAULT TOILET AND

WATER FOUNTAIN TO BE 2% SLOPE OR LESS.

· WATER FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND ADJUSTED TO MATCH

SURROUNDING PROPOSED CONCRETE APRON GRADE. SEE NOTES ON CIVIL DETAILS

SHEET.

· REPLACEMENT CMP CULVERT WITH 12" HDPE PIPE.

· SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND MULCHING OF ALL

DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

RIM=600.54

RIM=600.53

595.92

598.45

600.11

595.29

599.67

600.51

602.94

598.64

600.81

603.33

24.8'

14.3'

17.3'

4.

9'

598.67

600.50

600.25

600.70

600.55

600.41

600.45

600.40

600.28

600.39

600.11

600.05

599.37

599.09

600.10

600.03

600.14

600.24

600.12

REMOVE CONCRETE AND

LANDSCAPING SURROUNDING

WATER FOUNTAIN / VAULT

SLAB. FOUNTAIN TO REMAIN

AND BE PROTECTED.

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE

TO BE PROTECTED

AND REMAIN

EXISTING DUMPSTER

AREA TO BE PROTECTED

AND REMAIN

EXISTING CULVERT

TO BE REMOVED

AND REPLACED

601601

SAW CUT

595.92

600.11

595.29

599.67

602.94

600.81

603.33

24.8'

14.3'

17.3'

4.

9'

600.70 600.41

600.39

600.11

600.05

599.37

600.12

5.0'

6.0'

5.0'

12.0'

5.0' 6.0'

6.0' 6.0'

5.0'

NEW VAULT TOILET WITH CONCRETE

APRON (FACING EAST)

F.F.E.- 600.42 (AT DOOR) OR NO

HIGHER THAN 0.18' ABOVE WATER

FOUNTAIN SLAB.

20 L.F. 12" HDPE PIPE.

MATCH EXISTING

FLOWLINE.

615 S.F. CONCRETE

SIDEWALK

MATCH EXISTING

LAYOUT REFERENCE

LINE (TYP.)

601601

600.32

1'

EXISTING WATER

FOUNTAIN/SLAB TOP @

600.24 TO BE CLEANED

AND ADJUSTED.

600.42

600.54

600.42 600.32

600.16

600.16

600.16

599.05

597.94

598.49

SITE BENCHMARK - CH. SQ.

S.E. CORNER OF CONC.

TRANSFORMER PAD.

ELEV. - 600.00

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET

STRUCTURE (BLDG. "C") AND CONCRETE VAULT(S). REFER TO NOTES

ON SITE DETAILS SHEET. EXISTING SITE SHALL BE REGRADED TO

MATCH SURROUNDING TERRAIN AND RESTORED TO TURF.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN

CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL

EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL

PRIOR TO FINAL GRADING AND SEEDING. LIGHT POLE AND

ELECTRICAL ON BACK SIDE TO REMAIN.

· REMOVE EXISTING CULVERT.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING

EXISTING WATER FOUNTAIN/VAULT. FOUNTAIN TO REMAIN AND BE

PROTECTED.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· 615 S.F. NEW CONCRETE SIDEWALK AND APRON AREA. AREA

SURROUNDING VAULT TOILET AND WATER FOUNTAIN TO BE 2%

SLOPE OR LESS.

· WATER FOUNTAIN/VAULT SLAB TO BE CLEANED AND ADJUSED TO

MATCH SURROUNDING PROPOSED CONCRETE APRON GRADE.

· REPLACE CMP CULVERT WITH NEW 12" HDPE PIPE.

· SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

634.74 635.24

RIM=637.34

RIM=637.51

RIM=637.57

6.

6.

5.

636.85

636.45 636.47

636.74

637.00

637.27

637.43

637.43

637.65

637.60

637.51

637.41 637.42

637.56

637.47

637.16

637.08

638.41

638.16

638.46

638.39

637.45

638.44

638.27

637.65

636.32

638.70

638.26

637.44

636.85

638.26

638.49

637.43

636.76

637.68

638.14

637.88

637.09

REMOVE CONCRETE AND

LANDSCAPING SURROUNDING

WATER FOUNTAIN / VAULT

SLAB. FOUNTAIN TO REMAIN

AND BE PROTECTED.

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE

TO BE PROTECTED

AND REMAIN

EXISTING DUMPSTER

AREA TO BE PROTECTED

AND REMAIN

EXISTING CULVERT

TO BE REMOVED

AND REPLACED

637637

SAW CUT

X

REMOVE TREES X

6.

6.

04 63 5.

636.85

636.45

637.27

637.43

637.43

637.65

637.60

637.51

637.56

637.47

637.16

637.08

638.41

638.16

638.46

638.39

637.45

638.44

638.27

637.65

636.32

638.70

638.26

636.85

638.26

638.49

636.76

637.68

638.14

637.88

637.09

6.0'

6.0'

6.0'

6.0'

6.0'

5.0'

12.0'

6.0' 6.0' 5.0'

NEW VAULT TOILET WITH

CONCRETE APRON (FACING NORTH)

F.F.E.- 637.52 (AT DOOR) OR NO

HIGHER THAN 0.18' ABOVE WATER

FOUNTAIN SLAB.

20 L.F. 12" HDPE PIPE.

MATCH EXISTING

FLOWLINE. 660 S.F. CONCRETE

SIDEWALK

MATCH EXISTING

LAYOUT REFERENCE

LINE (TYP.)

637637

637.26

6.

6.

12.0'

EXISTING WATER

FOUNTAIN/SLAB TOP @

637.34 TO BE CLEANED

AND ADJUSTED.

16.0'

637.42

637.52

637.42

637.52

637.64 637.64

637.26

1.0'

SITE BENCHMARK -

NAIL IN SIDE OF

SITE POST #145

ELEV. - 665.68

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET

STRUCTURE (BLDG. "D") AND CONCRETE VAULT(S). REFER TO

NOTES ON SITE DETAILS SHEET. EXISTING SITE SHALL BE

REGRADED TO MATCH SURROUNDING TERRAIN AND RESTORED

TO TURF.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN

CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL

EXCAVATED AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL

PRIOR TO FINAL GRADING AND SEEDING. LIGHT POLE AND

ELECTRICAL ON BACKSIDE TO REMAIN.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING

EXISTING WATER FOUNTAIN/VAULT. FOUNTAIN TO REMAIN AND BE

PROTECTED.

· REMOVE TWO TREES.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON

· 660 S.F. CONCRETE SIDEWALK AND APRON AREA. AREA

SURROUNDING VAULT TOILET AND WATER FOUNTAIN TO BE 2%

SLOPE OR LESS.

· WATER FOUNTAIN AND VAULT SLAB TOP TO BE CLEANED AND

ADJUSTED TO MATCH SURROUNDING PROPOSED CONCRETE

APRON GRADE. SEE NOTES ON CIVIL DETAIL SHEET.

· REPLACE CMP CULVERT INSTALLATION WITH 12" HDPE PIPE.

· SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING

AND MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

INV=617.86

INV=613.94

INV=612.84

RIM=614.16

18"

24"

22"

16"

8"8"

5"

5"6" 8"

8" 9"12"

16"

12" 6"

RIM=614.10

RIM=614.04

10"

10"

12"

5"7"

6"

9"

72"

614.12 613.91

613.88

614.13

614.10 614.12

614.04

614.07

617.30

615.77 615.33

615.25

614.65

614.22 613.79 612.93

613.60

613.73

613.74

614.24

614.37

614.31

614.39

614.55

615.00

620.14

614.31

614.38

614.34 614.31

614.52 614.45

618.50

617.53

616.94

617.31

617.83

616.01

615.24

614.86

615.02

614.37

614.63

614.33

613.70

614.07

614.01

613.19

612.65

612.02

611.93

612.21

REMOVE CONCRETE AND

LANDSCAPING SURROUNDING

WATER FOUNTAIN/VAULT SLAB

TOP. FOUNTAIN TO REMAIN

AND BE RAISED.

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE/CONC.

FOUNDATION TO BE RAISED

EXISTING CULVERT

TO BE REMOVED

AND REPLACED

61561

EXISTING ELECTRICAL

EQUIPMENT TO REMAIN

REMOVE CONCRETE

SIDEWALK

17.5'

SAW CUT

SAW CUT

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

EXISTING CONCRETE

DUMPSTER AREA TO BE

REMOVED. RETAINING WALL TO

BE REMOVED. FENCE TO BE

REMOVED AND REINSTALLED.

X

REMOVETREE

X

INV=617.86

18"

24"

22"

16"

8"8"

5"

5"6" 8"

8" 9"12"

16"

12" 6"

10"

10"

12"

5"7"

6"

9"

617.30

615.77 615.33

615.25

614.65

614.22 613.79 612.93

613.60

615.00

620.14

614.34 614.31

614.52 614.45

618.50

617.53

616.94

617.31

617.83

616.01

615.24

614.86

615.02

614.63

614.33

613.70

613.19

612.65

612.02

612.21

5.0'

5.0'

5.0'

6.0'

6.0'

5.0'

12.0'

5.0' 5.0'

20.0'

16.0'

12.0'

NEW VAULT TOILET WITH

CONCRETE APRON (FACING

NORTH). F.F.E.- 615.32 (AT DOOR)

OR NO HIGHER THAN 0.18'

ABOVE WATER FOUNTAIN SLAB.

20 L.F. 12" HDPE. MATCH

EXISTING FLOWLINE.

750 S.F. CONCRETE

SIDEWALK/DUMPSTER PAD

MATCH EXISTING

LAYOUT REFERENCE

LINE (TYP.)

61561

NEW 6'X14' CONC. DUMPSTER

PAD, 6" THICK. SLOPE TO NE.

REMOVE AND REINSTALL

EXISTING WOOD FENCING.

6'

14.0'

5'

RAISE/ADJUST WATER

VAULT TOP SLAB UP 1.00'

TO RIM ELEV. 615.16

RESET LIGHT POLE BASE TO BE 4-6"

ABOVE NEW GROUND ELEV.

RECONNECT ELECTRICAL.

TIE SITE GRADING

BACK TO EXISTING

AT 6:1 MAX SLOPE

615.24

615.24

615.34

615.46

615.24

615.34

615.46

614.21

614.25

615.46

615.34

615.29

615.22 615.26

615.33

615.10 615.10

614.85614.96

615.16

615.24

6.0'

6.0'

615.46

615.00 615.03

5' 615.08

SITE BENCHMARK -

NAIL IN E. SIDE OF S. SIGN POST

"SITES 111-129 CABINS"

~150' WEST OF EXISTING V.T.

ELEV. - 627.49

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE

(BLDG. "E") AND CONCRETE VAULT(S). REFER TO NOTES ON SITE DETAILS

SHEET. EXISTING SITE IS TO BE RAISED APPROXIMATELY 1' TO IMPROVE

DRAINAGE.

· REMOVE EXISTING ASPHALT AND CONCRETE SIDEWALK, LANDSCAPING, AND

OTHER SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN

CONFLICT WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL EXCAVATED

AREAS TO REMAIN AS TURF WITH MIN. 4" TOPSOIL PRIOR TO FINAL GRADING

AND SEEDING.

· REMOVE CONCRETE ARPON AND LANDSCAPING SURROUNDING EXISTING

WATER FOUNTAIN/VAULT. FOUNTAIN/SLAB TOP TO REMOVED, RAISED, AND

REINSTALLED.

· REMOVE EXISTING DUMPSTER AREA CONCRETE, FENCING, LANDSCAPING.

FENCING TO BE REINSTALLED AROUND NEW RAISED CONCRETE.

· REMOVE TREE AND SHRUBS.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON, RAISED TO IMPROVE

DRAINGE. ALL FILL BENEATH PAVED AREAS TO BE COMPACTED IDOT CA-6.

· 750 S.F. CONCRETE SIDEWALK AND APRON AREA. AREA SURROUNDING VAULT

TOILET AND WATER FOUNTAIN TO BE 2% SLOPE OR LESS.

· WATER FOUNTAIN/SLAB TOP TO BE CLEANED, REMOVED AND RAISED 1.00' WITH

PRECAST CONCRETE VAULT EXTENSION SECTION MATCHING EXISTING

VAULT WALL THICKNESS AND DIAMETER. SLAB TOP TO BE SHIMMED AS

NEEDED TO MATCH SURROUNDING PROPOSED CONCRETE APRON GRADE.

SEE NOTES ON CIVIL DETAILS SHEET.

· 6'X14'X6" CONCRETE DUMPSTER PAD. EXISTING WOOD FENCING TO BE

REINSTALLED AROUND NEW PAD.

· RAISE EXISTING LIGHT POLE AND CONCRETE FOUNDATION APPROXIMATELY 18"

TO BE 4-6" ABOVE NEW GROUND LINE. FOUNDATION MAY BE REMOVED AND

REINSTALLED, OR EXTENDED IN PLACE WITH APPROVED ANCHOR

BOLT/BRACKET EXTENSIONS AND CONCRETE. REPLACE CABLE TO NEARBY

DISTRIBUTION PANEL.

· REPLACE CMP CULVERT WITH 12" HDPE PIPE.

· 75 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM BUILDING.

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

20"

RIM=596.95

8" 6"

595.87

596.66

593.15

595.04

596.54

596.80

593.93

596.02

597.06

596.83

592.45

594.51

596.29

596.40

592.34

594.08

595.27

596.09 596.37

REMOVE CONCRETE APRON AND

LANDSCAPING SURROUNDING WATER

FOUNTAIN/VAULT SLAB. FOUNTAIN TO

REMAIN AND BE PROTECTED.

REMOVE EXISTING VAULT

TOILET AND SURROUNDING

PAVEMENT AND LANDSCAPING

REMOVE EXISTING

ASPHALT SIDEWALK

EXISTING LIGHT POLE

TO BE PROTECTED

AND REMAIN

SAW CUT

REMOVE SHRUBS

X X

X

EXISTING ELECTRICAL

DUPLEX RECEPTACLE

TO BE REMOVED AND

REPLACED.

20"

8" 6"

595.87

596.66

593.15

595.04

596.54

596.80

593.93

596.02

596.83

592.45

594.51

596.29

596.40

592.34

594.08

595.27

596.09 596.37

22.0' 15.0'

10.0'

12.0'

340 S.F. CONCRETE

SIDEWALK AND APRON

4.1'

5.0'

15.0'

EXISTING WATER

FOUNTAIN/SLAB TOP @

596.93 TO BE CLEANED

AND ADJUSTED.

596.72

596.84

596.84

596.24

596.56

596.75

597.00

597.00

596.75

596.72

596.62

596.62

596.66

596.67

596.63

596.71

596.66

12.0'

GRADE SWALE TO

DRAIN RUNOFF

FROM PAVEMENT

596.67

SITE BENCHMARK -

CHISELED SQ. ON E. SIDE OF LIGHT POLE

BASE AT NW SIDE OF PARKING LOT

ELEV. - 602.65

NEW VAULT TOILET WITH

CONCRETE APRON (FACING NORTH)

F.F.E.- 597.20 (AT DOOR).

INSTALL REPLACEMENT

CONDUIT AND GFCI

DUBLEX RECEPTACLE

MOUNTED TO BUILDING.

SITE NOTES:

DEMO WORK CONSISTS OF:

· FULL DEMO AND REMOVAL OF EXISTING WOOD VAULT TOILET STRUCTURE

(BLDG. "F") AND CONCRETE VAULT(S). REFER TO NOTES ON SITE DETAILS

SHEET. EXISTING SITE SHALL BE REGRADED TO MATCH SURROUNDING

TERRAIN AND RESTORED TO TURF. LIGHTING AND ELECTRICAL ON

BACKSIDE TO REMAIN.

· REMOVE EXISTING ASPHALT SIDEWALK, LANDSCAPING, AND OTHER

SURROUNDING ANCILLARY ITEMS AS SHOWN ON PLAN OR IF IN CONFLICT

WITH NEW CONSTRUCTION. BACKFILL AND CAP ALL EXCAVATED AREAS TO

REMAIN AS TURF WITH MIN. 4" TOPSOIL PRIOR TO FINAL GRADING AND

SEEDING.

· REMOVE CONCRETE APRON AND LANDSCAPING SURROUNDING EXISTING

WATER FOUNTAIN/VAULT. FOUNTAIN TO REMAIN AND BE PROTECTED.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH ATTACHED CONCRETE APRON.

· 340 S.F. OF NEW CONCRETE SIDEWALK AND APRON AROUND EXISTING

WATER FOUNTAIN. SIDEWALK/APRON GRADE TO BE 2% OR LESS IN ANY

DIRECTION.

· WATER FOUNTAIN/VAULT SLAB TOP TO BE CLEANED AND ADJUSTED TO

MATCH SURROUNDING PROPOSED CONCRETE APRON GRADE.

· INSTALL NEW CONDUIT AND 120V GFCI DUPLEX RECEPTACLE TO SIDE OF

NEW VAULT TOILET BUILDING.

· 50 L.F. SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM BUILDING

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING AND

MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

20"

12"

12"

16"

14"

552.68

552.69

552.52

553.72

551.73

551.65

552.99

553.93

555.33

557.35

551.05

552.56

553.89

555.75

557.37

559.14

551.71

553.33

555.26

557.97

559.26

551.35

552.58

554.56

556.55

557.70

REMOVE EXISTING

VAULT TOILETS

SITE BENCHMARK - NAIL

IN NORTH SIDE OF

CAMPSITE POST - 554.94

ASPHALT PARKING LOT

561 56

9 559

20"

12"

12"

16"

14"

552.68

552.69

552.52

553.72

551.73

551.65

552.99

553.93

555.33

557.35

551.05

552.56

553.89

555.75

557.37

559.14

551.71

553.33

555.26

557.97

559.26

551.35

552.58

554.56

556.55

557.70

NEW VAULT TOILET WITH CONCRETE

APRON IN SAME LOCATION AS

EXISTING (FACING WEST)

F.F.E.- 556.2 (AT DOOR)

NEW SOLAR LED AREA

LIGHT ON POLE

561 56

9 559

SITE NOTES:

THIS SITE IS LOCATED AT THE WHITE PINES FOREST STATE PARK,

SPRING CREEK YOUTH CAMPGROUND.

DEMO WORK CONSISTS OF:

· DEMO AND REMOVAL OF TWO EXISTING WOOD VAULT TOILET

STRUCTURES AND CONCRETE VAULTS. THE SOUTH VAULT

STRUCTURE SHALL BE FULLY REMOVED, THE NORTH VAULT MAY

BE ABANDONED IN PLACE. REFER TO NOTES ON SITE DETAILS

SHEET. EXISTING SITE SHALL BE REGRADED TO MATCH

SURROUNDING TERRAIN AND RESTORED TO TURF.

NEW WORK CONSISTS OF:

· NEW VAULT TOILET WITH CONCRETE APRON

· SOLAR AREA LIGHT FIXTURE ON 20' POLE. CONTRACTOR TO

COORDINATE LOCATION OF LIGHT WITH SITE STAFF.

· SILT FENCE INSTALLED ALONG DOWNSTREAM LIMITS OF SITEWORK

· GRADING TO ESTABLISH POSITIVE SITE DRAINAGE AWAY FROM

BUILDING

· SITE RESTORATION, INCLUDING GRADING, SEEDING, FERTILIZING

AND MULCHING OF ALL DISTURBED AREAS.

Feet 0 20 40

EXISTING SITE/DEMO PLAN

EXISTING FEATURES LEGEND

498.32

BUSH/SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

WATER VAULT

SANITARY MANHOLE

ELECTRICAL PEDESTAL/TRANSFORMER

ELECTRIC METER

LIGHT POLE

SIGN

POST

SURVEY CONTROL POINT / BENCHMARK

EXISTING / PROPOSED SPOT ELEVATION

EXISTING / PROPOSED CONTOUR

STORM LINE

TREE LINE

WOOD FENCE

LANDSCAPING TIMBERS

BUILDING / BUILDING OVERHANG

ASPHALT PAVEMENT

CONCRETE

AGGREGATE

PLAYGROUND

SITE WORK NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY IDNR ENGINEER OF ANY DISCREPANCIES.

2. SITE WORK IS TO BE IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND THE APPLICABLE SECTIONS OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (SSRBC), ADOPTED JANUARY 1, 2022. ALL WORK IS TO BE INCLUDED WITHIN OVERALL CONTRACT AMOUNT AND WILL NOT BE MEASURED SEPARATELY FOR PAYMENT. ANY QUANTITIES PROVIDED ARE FOR CONTRACTORS GENERAL

REFERENCE ONLY.

3. CLEARING AND EXCAVATION - INITIAL SITE CLEARING, TREE REMOVAL, AND EXCAVATION SHALL BE IN ACCORDANCE WITH SECTIONS 201 AND 202 OF THE SSRBC. ANY NOTED TREES SIZES ARE PROVIDED FOR REFERENCE ONLY AND MAY NOT BE ACCURATE DEPENDING ON DATE OF SURVEY.

4. EROSION CONTROL - THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AND GENERAL MAINTENANCE OF EACH SITE PER SECTION 280 OF THE SSRBC FROM THE POINT OF INITIAL DISTURBANCE UNTIL THE SITE HAS BEEN SATISFACTORILY STABILIZED BY TURF ESTABLISHMENT. SILT

FENCE SHALL BE INSTALLED AT EACH SITE AS NOTED ON THE INDIVIDUAL SITE PLANS.

5. ALL DRAINAGE PIPE TO BE GALVANIZED CORRUGATED STEEL PIPE (SECTION 1006.01 OF SSRBC) OR CORRUGATED POLYETHYLENE PIPE WITH A SMOOTH INTERIOR (SECTION 1040.04), AS NOTED IN THE PLANS, AND INSTALLED AND BACKFILLED IN ACCORDANCE WITH SECTION 542.

6. PARKING AND SIDEWALKS

6.1. ADJOINING EDGES OF PARKING LOT AND SIDEWALKS ARE TO BE FLUSH WITH EACH OTHER.

6.2. CROSS SLOPES ALONG THE PATH OF ADA TRAVEL AREAS SHALL NOT EXCEED 2%. SLOPES IN ADA APRON OR TURNING AREAS SHALL NOT

EXCEED 2% IN ANY DIRECTION.

6.3. FOR ALL SIDEWALKS, LONGITUDINAL SLOPES SHALL NOT EXCEED 1:20 (OR 5%). ANY ADDITIONAL EARTH FILL REQUIRED TO MEET THESE

GRADES IS INCLUSIVE OF VAULT TOILET OR SIDEWALK CONSTRUCTION.

6.4. CONCRETE SIDEWALKS RECEIVE CONTROL…