10-20260605 SCRC Sitework Addendum 2 combined.pdf

MARTINA BACARELLA ARCHITECT

ADDEDUM # 2

Project: Susquehanna County Recreation Center Site Work Date: June 5, 2026

1. Included are E&S Plans for the entire RHL – Gibson Property. These plans include S ediment B asin #2, which is Alternate Bid Item #2. The description of Alternate #2 on the Bid F orm has been updated.

2. The sheets that are most important for Sediment Basin #2 are as follows:

a. Sheet ES -1.07 Overall Phase 2 Plan (at a scale of 1”=100’) showing location of

Basin #2 relative to the rest of the development.

b. Sheet ES -1.11 Larger Scale (1”=30’) Grading and E&S Plan of the area of Basin

#2

c. Sheet ES -2.01 Includes some specific details pertaining to Basin # 2

3. The total amount of material that will need to be excavated to build Basin #2 is approximately 13,500 cubic yards. Most of that will need to be used to build up the berm on the lower side. Whatever is left over can be pushed around and leveled in that ar ea just above the Basin.

4. The total cuts and fills calculated for just the rec center site (11 acres) were as follows:

a. Total CUT = 93,720 cubic yards

b. Total FILL = 68,640 cubic yards

c. NET = 25,080 CU. YDS. <CUT> (This would be the approximate amount of material that would have to get dumped onto RHL’s property.)

5. All of the above amounts are straight comparison between existing contours and proposed contours. We did NOT use shrink or swell factors nor did we assume any quantities for topsoil, stone subbase, etc. DO NOT assume our numbers are correct .

Contracto rs should calculate their own eart hwork cut and fill amounts and use that for their base their bid .

6/1/2026 Construction Documents Set

Susquehanna County

Recreation Center Site Work

BID FORM - STIPULATED

SUM (SINGLE-PRIME

CONTRACT)

004113 - 1

DOCUMENT 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

Note: Bidders shall complete this Bid Form in addition to the electronic bid form within PennBid (“Prepare Your Submission” tab), inclusive of all pricing items and required supporting documents as identified.

PART 1 - GENERAL

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: Susquehanna County Recreation Center.

C. Project Location: 29 Outdoor Drive, New Milford, PA 18834.

D. Owner: Susquehanna County Recreation Center 501 (c) (3) corp.

E. Architect: Martina Bacarella Architect.

F. Architect Project Number: 22013.

G. Bid Due Date: June 15, 2026 at 12:00pm.

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by Martina Bacarella Architect and Architect's consultants, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services necessary to complete the construction of the above-named Project, in accordance with the requirements of the Procurement and Contracting Documents, for the stipulated sum of:

1. ________________________________________ Dollars ($______________).

2. The above amount may be modified by amounts indicated by the Bidder under the "Unit Prices" Article and the "Alternates" Article below.

B. Itemized Breakdown: The following is an itemized breakdown of the Base Bid amount (note: sum of the following amounts MUST equal amount listed in 1.2.A.1).

1. General Conditions: $___________________________.

2. Basic Breakdown of construction Work; provide additional categories as necessary:

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ADDENDUM 2

6/5/2026

Susquehanna County

Recreation Center Site Work

BID FORM - STIPULATED

SUM (SINGLE-PRIME

CONTRACT)

004113 - 2

a. Excavation and Earthwork: $___________________________.

b. Concrete Retaining Walls with Concrete Block Facing:

c. Gravel Parking Lot, Access Roads, and Building Pad Preparation:

d. Stormwater and Catch Basin Piping: $______________________.

e. Sewer Line Piping up to Road: $________________________.

f. Water Line Piping: $___________________________.

g. Installation and Maintenance of E&S Controls Including Seeding and

Mulching: $___________________________.

1.3 UNIT PRICES

A. The undersigned Bidder proposes the amounts below be added to or deducted from the Contract Sum on performance and measurement of the individual items of the Work, as described in Section 012200 "Unit Prices" and if applicable for adjustment of the quantity given in the Unit-Price Allowance for the actual measurement of individual items of the Work.

B. If the Unit Price does not affect the Work of this Contract, the Bidder to indicate "NOT

APPLICABLE."

C. Unit-Price No. 1: Removal of unsatisfactory soil and replacement with satisfactory soil material.

1. ______________________________ dollars ($_____________) per cubic yard.

D. Unit-Price No. 2: Mass rock excavation and replacement with satisfactory soil material.

1. ______________________________ dollars ($_____________) per cubic yard.

E. Unit-Price No. 3: Trench rock excavation and replacement with satisfactory soil material.

1. ______________________________ dollars ($_____________) per cubic yard.

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Susquehanna County

Recreation Center Site Work

BID FORM - STIPULATED

SUM (SINGLE-PRIME

CONTRACT)

004113 - 3

F. Unit-Price No. 4: Paving.

1. ______________________________ dollars ($_____________) per square foot.

1.4 ALTERNATES

A. The undersigned Bidder proposes the amount below be added to or deducted from the Base Bid if particular Alternates are accepted by Owner. Amounts listed for each Alternate include costs of related coordination, modification, or adjustment.

B. If the Alternate does not affect the Contract Sum, the Bidder to indicate "NO

CHANGE."

C. If the Alternate does not affect the Work of this Contract, the Bidder to indicate "NOT

APPLICABLE."

D. The Bidder is responsible for determining from the Contract Documents the effects of each Alternate on the Contract Time and the Contract Sum.

E. Owner reserves the right to accept or reject any Alternate, in any order, and to award or amend the Contract accordingly within 60 days of the Notice of Award unless otherwise indicated in the Contract Documents.

F. Acceptance or non-acceptance of any Alternates by Owner is to have no effect on the Contract Time unless the Alternate description below provides a formatted space for the adjustment of the Contract Time.

G. Alternate No. 1: Paving areas indicated on the civil drawings. Install site lighting conduit underneath area to be paved:

1. ▢ ADD ▢ DEDUCT ▢ NO CHANGE ▢ NOT APPLICABLE.

2. __________________________________________ Dollars ($_____________).

3. Contract Time: Acceptance of this Alternate will add _________ calendar days to the Contract Time.

H. Alternate No. 2: Construction of Sediment Basin #2 per RHL E&S Plans:

1. ▢ ADD ▢ DEDUCT ▢ NO CHANGE ▢ NOT APPLICABLE.

2. __________________________________________ Dollars ($_____________).

3. Contract Time: Acceptance of this Alternate will add _________ calendar days to the Contract Time.

1.5 TIME OF COMPLETION

A. Time of Completion:

1. The undersigned Bidder proposes and agrees hereby to commence the Work of vonbo Text Box

ADDENDUM 2

6/5/2026 vonbo Rectangle

Susquehanna County

Recreation Center Site Work

BID FORM - STIPULATED

SUM (SINGLE-PRIME

CONTRACT)

004113 - 4 the Contract Documents and to substantially complete the Work within 60 calendar days from the date of the project kick-off.

1.6 LIQUIDATED DAMAGES

A. The Bidder acknowledges and agrees that the Contract Documents include provisions for liquidated damages in the amount of $1,000.00 per calendar day for failure to achieve Substantial Completion within the Contract Time.

B. The Bidder understands that such liquidated damages are intended to compensate the Owner for damages associated with delay and are not intended as a penalty. The Bidder has reviewed the applicable provisions of the Contract Documents and has included all costs associated with compliance with the Contract Time in the Bid Amount.

1.7 ACKNOWLEDGMENT OF ADDENDA

A. The undersigned Bidder acknowledges receipt of and use of the following Addenda in the preparation of this Bid:

1. Addendum No. 1, dated ____________________.

2. Addendum No. 2, dated ____________________.

3. Addendum No. 3, dated ____________________.

4. Addendum No. 4, dated ____________________.

1.8 BID SUPPLEMENTS

A. The following supplements are a part of this Bid Form and are attached hereto:

1. Bidder’s Qualifications

1.9 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor, for the type of work proposed, in Pennsylvania, and that all fees, permits, etc., pursuant to submitting this proposal have been paid in full.

1.10 SUBMISSION OF BID

A. Respectfully submitted this _____ day of _____________,_________.

(Day) (Month) (Year)

B. Submitted by: ____________________________________________.

(Name of bidding firm or corporation) vonbo Text Box

ADDENDUM 2

6/5/2026 vonbo Rectangle

Susquehanna County

Recreation Center Site Work

BID FORM - STIPULATED

SUM (SINGLE-PRIME

CONTRACT)

004113 - 5

C. Authorized Signature: ______________________________________.

(Handwritten signature)

D. Signed by: _______________________________________________.

(Type or print name)

E. Title: ___________________________________________________.

(Owner/Partner/President/Vice President)

F. Witnessed by: ____________________________________________.

(Handwritten signature)

G. Attest: __________________________________________________.

(Handwritten signature)

H. By: _______________________________________________________.

(Type or print name)

I. Attester Title: _______________________________________________.

(Corporate Secretary or Assistant Secretary)

J. Street Address:

K. City, State, Zip:

L. Phone:

M. License No.:

N. Federal ID No.:

O. (Affix Corporate Seal Here)

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF DOCUMENT 004113

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PAD #1

PAD #2

PAD #7

TOPSOIL

STOCKPILE

7.5 acres

1.0 acre

STAGING AREA /

TIMBER PILES

RHL - GIBSON PROPERTY

NOTES:

1. THIS PLAN IS BASED ON AERIAL DRONE TOPOGRAPHIC SURVEY OF SITE

PERFORMED ON OCT. 26, 2018 BY BUTLER SURVEYING.

OVERALL EXISTING E&S PLAN

PAD #1

PAD #7

TOPSOIL

STOCKPILE

7.5 acres

1.0 acre

STAGING AREA /

TIMBER PILES

RHL - GIBSON PROPERTY

EXISTING E&S PLAN - PHASE 1NOTES:

1. THIS PLAN IS BASED ON AERIAL DRONE TOPOGRAPHIC SURVEY OF SITE

PERFORMED ON OCT. 26, 2018 BY BUTLER SURVEYING.

P

I

E

P I P

E

P

I

P

I

P I P

E

PAD #2

STAGING AREA

a c r e s

P

A

D

A

PAD #1

PAD #2

PAD #7

8.9 acres

7.5 acres

1.0 acre

RHL - GIBSON PROPERTY

PADS 1 & 2 E&S PLAN

COMPLETION OF PHASE 1

P

E

P

I

P I P

E

PAD #1

PAD #2

PAD #7

7.5 acres

1.0 acre

RHL - GIBSON PROPERTY

PAD 7 E&S PLAN

PAD #2

8.9 acres

RHL - GIBSON PROPERTY

PAD #3 E&S PLAN

COMPLETION OF PHASE 1

NOTES:

1. UPON COMPLETION OF PHASE 1 WORK, AREA OF PAD #3 SHALL BE

STABILIZED WITH SEED, MULCH, EROSION CONTROL MATTING

and / or CLEAN STONE.

RHL - GIBSON PROPERTY

SEDIMENT BASIN #1 PLAN

NOTES:

1. CONCRETE BARRIERS TO PROVIDE MINIMUM REQUIRED FLOW LENGTH

THROUGH SEDIMENT BASIN = 400 FEET ( )

2. CONCRETE BARRIERS SHALL BE MINIMUM 4 FT. HIGH

3. ENSURE THAT CLEAN-OUT STAKE IS INSTALLED AND CLEAN-OUT ELEVATION

IS CLEARLY MARKED. SEDIMENT SHALL BE REMOVED FROM BASIN WHEN

IT REACHES THE CLEAN-OUT ELEVATION.

PIPE #3

a c r e s

P

P

B O

R R

O W

A R

E A r e s

.0 a c r e s

4.5 acres

PAD #3B

PHASE 2

STAGING AREA

TOPSOIL

STOCKPILE

TOPSOIL

STOCKPILE

TOPSOIL

STOCKPILE

4.9 acres

PAD #3A

P

RHL - GIBSON PROPERTY

PHASE 2 E&S PLAN

OVERALL

PIPE #3

r e s

P

P r e s

4.5 acres

PAD #3B

PHASE 2

STAGING AREA

TOPSOIL

STOCKPILE

4.9 acres

PAD #3A

RHL - GIBSON PROPERTY

PAD #3 E&S PLAN

P A

D r e s

P

B

PHASE 2

STAGING AREA

TOPSOIL

STOCKPILE

TOPSOIL

STOCKPILE

P

RHL - GIBSON PROPERTY

PAD #4 E&S PLAN

r e s

P

B O

R R

O W

A R

E A

.0 a c r e s

TOPSOIL

STOCKPILE

RHL - GIBSON PROPERTY

PAD #5 and BORROW AREA E&S PLAN

SEDIMENT BASIN #2 E&S PLAN

P

E

RETAIN

IN

G W

ALL

TW 1537.0

TW 1537.0

BW 1534.0

TW 1537.0

BW 1534.0

TW 1537.0

BW 1531.0

TW 1525.0

BW 1523.0

TW 1532.0

BW 1526.0

BW 1528.0

TW 1537.0

BW 1530.0

BW 1530.0

TW 1537.0

R

ETA

IN

IN

G W

A

LL

PHASE 1

STAGING

TOPSOIL

STOCKPILE

AREA

PHASE 3 E&S PLAN

4' (1.2m)

2' (0.6m)

1.7 Staples per SQ.YD.

2"-5" (5-12.5cm)

2"-5" (5-12.5cm)

3.3' (1m)

1.6' (0.5m)

GENERAL DESCRIPTION

APPLICABLE STANDARDS

STANDARD CONDITIONS RELATING TO DEP WATER QUALITY MANAGEMENT

PERMITS

PRODUCTS

PROJECT DESCRIPTION

TOPOGRAPHIC FEATURES OF THE AREA

DESIGN CRITERIA

STABILIZATION SPECIFICATIONS:

TEMPORARY SEEDING

PERMANENT SEEDING

TEMPORARY CONTROL MEASURES

SOIL LIMITATIONS AND RESOLUTIONS:

OPERATION AND MAINTENANCE PROGRAM:

DISPOSAL OF REFUSE:

LIST OF CONSTRUCTION WASTES:

EARTH MOVING ACTIVITIES:

CRITICAL STAGES OF BMP INSTALLATION:

MULCH

STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES

STREAM CLASSIFICATION:

PAST, PRESENT, AND PROPOSED LAND USES:

SOILS:

SEQUENCE OF CONSTRUCTION:

BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE WRITTEN APPROVAL OF THE REVISIONS FROM THE

SUSQUEHANNA COUNTY CONSERVATION DISTRICT.

NOTES (APPLIES THROUGHOUT CONSTRUCTION):

UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF

AN ACTIVITY WHERE CESSATION WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION.

AS GRADING OF FILL MATERIAL ON SITE PROCEEDS, SLOPES STEEPER THAN 3:1 SHOULD BE

AVOIDED AS MUCH AS POSSIBLE. IF STEEP SLOPES (SLOPES 3:1 OR GREATER) ARE NECESSARY, AS GRADING OF THESE SLOPES PROCEEDS SLOPE MATTING SHALL BE IMMEDIATELY PLACED ON THE

SLOPES IN 10' INTERVALS. NO STEEP SLOPES SHALL BE LEFT EXPOSED OVERNIGHT.

ALL SWALES SHALL BE STABILIZED IMMEDIATELY UPON CONSTRUCTION. NO SWALES SHALL BE

LEFT EXPOSED OVERNIGHT.

ALL SWALES AND PIPES DENOTED IN THE SEQUENCE SHALL BE CONSTRUCTED ACCORDING TO THE

“TYPICAL SWALE/PIPE INSTALLATION SEQUENCE” DESCRIBED AT THE END OF THE SEQUENCE.

INSTALL ALL EROSION AND SEDIMENTATION CONTROL DEVICES AS REQUIRED BY THE

NARRATIVE, PLAN, AND FIELD CONDITIONS. THESE MEASURES SHALL BE MAINTAINED DURING

CONSTRUCTION AND UNTIL THE PERMANENT GROUND COVER IS ESTABLISHED IN THE DISTURBED

AREAS.

NO MORE THAN 15,000 SQUARE FEET OF DISTURBED AREA MAY REACH FINAL GRADE AT ANY ONE

TIME BEFORE INITIATING SEEDING AND MULCHING OPERATIONS.

PRIOR TO CONSTRUCTION, POTENTIAL SEPTIC AREAS SHOULD BE IDENTIFIED AND PROTECTED

WITH ORANGE CONSTRUCTION FENCE.

THE SEQUENCE OF CONSTRUCTION ACTIVITIES SHALL PROCEED AS FOLLOWS:

PHASE 1 - REVISED SEQUENCE TO COMPLETE PHASE 1 (SEE PLAN SHEETS ES-1.03; ES-1.04; ES-1.05;

ES-1.06):

1. ENSURE THAT EXISTING SILT SOCKS AND ROCK CONSTRUCTION ENTRANCE AND ALL OTHER E&S BMPs ARE PROPERLY INSTALLED AND MAINTAINED AS PER THE ORIGINAL E&S PLANS. ALSO MAKE

SURE THAT THE SEDIMENT BASIN IS FUNCTIONING PROPERLY AND THERE IS NO EROSION,

UNDERMINING, OR BYPASSING OF FLOW THROUGH THE OUTLET STRUCTURE.

2. ENSURE ROCK OUTLET APRONS #1-#7 ARE BUILT TO SPECIFICATIONS SHOWN ON THIS SHEET.

3. COMPLETE CONSTRUCTION OF SWALES #1 THROUGH #11 AS PER THE DETAIL ON THIS SHEET.

ENSURE THAT PROPER LININGS AND SWALE DEPTHS ARE CONSTRUCTED AS SPECIFIED IN ALL

SWALES. CONSTRUCT SWALES 4, 9a, 9b, AND 11 PER TH E TYPICAL SWALE INSTALLATION

SEQUENCE BEGINNING AT THE DOWNSTREAM END AND WORKING UPSTREAM.

4. COMPLETE GRADING OF PAD #2 AND INSTALL PIPES 2, 3, AND 5-26 PER THE PLANS AND

SPECIFICATIONS. AS GRADING OF PAD #2 IS COMPLETED, TOPSOIL STOCKPILE SHALL BE

RELOCATED TO PAD #3 AREA.

5. CONSTRUCT ACCESS ROAD TO BASIN.

6. ONCE ALL DISTURBED AREAS WITHIN PHASE 1 HAVE BEEN ADEQUATELY STABILIZED,

CONTRACTOR MAY PROCEED TO PHASE 2 AND PHASE 3. NOTE THAT ALL TEMPORARY BMPS FOR

PHASE 1 SHALL BE LEFT IN PLACE UNLESS APPROVED BY CONSERVATION DISTRICT OR ENGINEER

TO REMOVE SAID BMPS.

PHASE 2 - (SEE PLAN SHEETS ES-1.07; ES-1.08; ES-1.09; ES-1.10; ES-1.11):

1. INSTALL ROCK CONSTRUCTION ENTRANCE #2 AS SHOWN ON THE PLANS.

2. INSTALL SILT SOCKS / SILT FENCE AND/OR WOOD CHIP FILTER BERMS SS25 THROUGH SS30 AS SHOWN ON THE PLANS AND AS DENOTED ON THE DETAIL SHEET. NOTE THAT THE SPECIFIED SOCK

OR FENCE MUST BE USED AND WOOD CHIP FILTER BERMS MAY ONLY BE USED AS ALTERNATIVE

BMP ON DESIGNATED SS NUMBERS.

3. CONSTRUCT SWALES #22 AND #23 AS SHOWN ON THE PLANS AND IMMEDIATELY INSTALL ROCK

FILTERS #8 THROUGH #15 AS SHOWN ON THE PLANS IN THE SWALES.

4. CONSTRUCT PROPOSED BASIN #2:

a. INSTALL ROCK APRON #8.

b. INSTALL PIPE #28 PER THE TYPICAL PIPE INSTALLATION SEQUENCE.

c. INSTALL TEMPORARY OUTLET STRUCTURE ON UPSTREAM END OF PIPE #28.

d. GRADE BASIN #2 TO FINAL GRADES AS SHOWN ON THE PLANS AND INSTALL EMERGENCY

SPILLWAY FOR BASIN #2 PER THE DETAILS. INSTALL CLEAN OUT STAKE AND BAFFLE IN BASIN

#2 AS SHOWN ON THE PLAN AND DETAILS. IMMEDIATELY STABILIZE SLOPES OF SIDES OF

BASINS.

12. CONSTRUCT SWALES #17, #19, AND #21 BEGINNING AT BASIN #2 AND WORKING UPSTREAM.

SWALES SHALL BE INSTALLED FOLLOWING TYPICAL SWALE INSTALLATION SEQUENCE.

13. BEGIN CUT AND FILL OPERATIONS TO CONSTRUCT PADS #3A, #3B, #4, AND #5 AND BORROW AREA AS NEEDED. AS THESE AREAS ARE BROUGHT TO FINAL GRADE, CONSTRUCT SWALES #12, #13, #14A, #14B, #15, #16, #18, #20 AND #24 BEGINNING AT THE DOWNSTREAM ENDS AND WORKING UPSTREAM.

SWALES SHALL BE INSTALLED FOLLOWING TYPICAL SWALE AND PIPE INSTALLATION SEQUENCES.

AS AREAS OF SLOPES ARE BROUGHT TO FINAL GRADE, IMMEDIATELY STABILIZE WITH SEED AND

MULCH AND/OR EROSION CONTROL MATTING (FOR SLOPES STEEPER THAN 3:1). AS AREAS OF

PROPOSED PAD ARE BROUGHT TO FINAL GRADE IMMEDIATELY STABILIZE WITH STONE.

14. ONCE ALL DISTURBED AREAS WITHIN PHASE 2 HAVE BEEN ADEQUATELY STABILIZED, PROCEED TO PHASE 3. NOTE THAT ALL TEMPORARY BMPS FOR PHASES 1 AND 2 SHALL BE LEFT IN PLACE

UNLESS APPROVED BY CONSERVATION DISTRICT OR ENGINEER TO REMOVE SAID BMPS.

RHL - GIBSON PROPERTY

PHASE 3 - (SEE PLAN SHEET ES-1.12):

NOTE: PRIOR TO BEGINNING CONSTRUCTION ON PHASE 3, CONTRACTOR MUST ASSURE WITH ENGINEER

AND/OR CONSERVATION DISTRICT THAT GP-7 PERMIT FOR PIPE #29 HAS BEEN ISSUED.

1. INSTALL ROCK CONSTRUCTION ENTRANCE #3 AS SHOWN ON THE PLANS.

2. INSTALL TEMPORARY COFFERDAM UPSTREAM OF PROPOSED PIPE #29 WITH PUMP AND TEMPORARY

WORKAROUND PIPE. INSTALL SS37 DOWNSTREAM OF ROCK APRON #9.

3. INSTALL OUTLET APRON #9 WITH STILLING BASIN AND PIPE #29 PER THE TYPICAL PIPE INSTALLATION

SEQUENCE.

4. ONCE ALL AREAS DISTURBED BY INSTALLATION OF OUTLET APRON #9 AND PIPE #29 HAVE BEEN ADEQUATELY RESTORED AND STABILIZED AND STREAM BED HAS BEEN STABILIZED AS APPROVED BY ENGINEER, REMOVE SS37, COFFERDAM AND PUMP AND ALLOW STREAM TO FLOW THROUGH PIPE #29. THIS AREA SHOULD BE CHECKED DAILY FOR SEVERAL WEEKS TO ENSURE THAT NO EROSION IS OCCURRING AND

PIPE #29, OUTLET APRON #9, AND STILLING BASIN ARE FUNCTIONING PROPERLY.

5. INSTALL SILT SOCKS / SILT FENCE AND/OR WOOD CHIP FILTER BERMS SS31 THROUGH SS36 AS SHOWN ON THE PLANS AND AS DENOTED ON THE DETAIL SHEET. NOTE THAT THE SPECIFIED SOCK OR FENCE MUST BE USED AND WOOD CHIP FILTER BERMS MAY ONLY BE USED AS ALTERNATIVE BMP ON DESIGNATED SS NUMBERS.

6. CONSTRUCT SEDIMENT TRAP #1 BY GRADING SEDIMENT TRAP #1 TO FINAL GRADES AS SHOWN ON THE PLANS AND INSTALL EMERGENCY SPILLWAY FOR SEDIMENT TRAP #1 PER THE DETAILS. INSTALL CLEAN OUT STAKE AND BAFFLE IN SEDIMENT TRAP #1 AS SHOWN ON THE PLAN AND DETAILS. IMMEDIATELY STABILIZE SLOPES

OF SIDES OF TRAP.

7. CONSTRUCT SWALE #25 BEGINNING AT SEDIMENT TRAP #1 AND WORKING UPSTREAM. SWALE SHALL BE

INSTALLED FOLLOWING TYPICAL SWALE INSTALLATION SEQUENCE.

8. BEGIN CUT AND FILL OPERATIONS TO CONSTRUCT PAD #6. AS THESE AREAS ARE BROUGHT TO FINAL GRADE, CONSTRUCT RETAINING WALLS AS SHOWN ON THE PLANS. AS AREAS OF SLOPES ARE BROUGHT TO FINAL GRADE, IMMEDIATELY STABILIZE WITH SEED AND MULCH AND/OR EROSION CONTROL MATTING (FOR SLOPES STEEPER THAN 3:1). AS AREAS OF PROPOSED PAD ARE BROUGHT TO FINAL GRADE IMMEDIATELY STABILIZE

WITH STONE.

9. AN AREA SHALL BE CONSIDERED ESTABLISHED ONCE IT HAS DEVELOPED A MINIMUM OF A UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. ONCE THE ENTIRE AREA OF DISTURBANCE IS STABILIZED AS APPROVED BY ENGINEER OR CONSERVATION DISTRICT, REMOVE ALL SILT FENCE, SILT SOCK, WOOD CHIP FILTER BERMS, ROCK FILTERS, ROCK CONSTRUCTION ENTRANCE(S), AND ANY OTHER TEMPORARY BMPS.

REMOVE ANY SEDIMENT FROM BEHIND FENCE, SOCKS, BERMS AND FILTERS AND PROPERLY DISPOSE OF OR SPREAD ON SITE AND IMMEDIATELY STABILIZE WITH SEED AND MULCH. DO NOT REMOVE SS30 AND SS31

BELOW SEDIMENT TRAP UNTIL TRAP HAS BEEN REMOVED.

REMOVE ALL SEDIMENT FROM SEDIMENT TRAP #1 AND SPREAD ON SITE AND IMMEDIATELY STABILIZE.

REMOVE SEDIMENT TRAP #1 BY GRADING THE AREA TO ALLOW POSITIVE DRAINAGE AND IMMEDIATELY STABILIZE THIS AREA WITH SEED AND MULCH. ONCE THE TRAP AREA HAS BECOME ESTABLISHED AS

DEFINED ABOVE, REMOVE SS30 AND SS31.

CONVERT SEDIMENT BASINS TO INFILTRATION / DETENTION BASINS PER THE FOLLOWING SEQUENCE:

a. FLUSH ALL ACCUMULATED SEDIMENT FROM THE CONTRIBUTING STORM SEWER SYSTEM (ANY PIPES).

REMOVE ALL ACCUMULATED SEDIMENT FROM CONTRIBUTING SWALES.

b. DEWATER THE BASINS COMPLETELY.

c. REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT IN THE BASINS. IF SEDIMENT IS TO BE

SPREAD ON SITE, IT SHALL BE IMMEDIATELY STABILIZED. BE SURE NOT TO COMPACT THE BOTTOM AND

SIDES OF THE BASIN WITH EQUIPMENT WHILE REMOVING SEDIMENT AND TEMPORARY BMPS.

d. REMOVE ALL OTHER TEMPORARY FACILITIES SUCH AS BAFFLES, CLEANOUT STAKES, DEWATERING

FACILITIES ETC.

e. INSTALL ROCK FILTER AROUND PERMANENT OUTLET PIPE UNTIL ENTIRE INTERIOR OF BASIN IS

STABILIZED.

f. REMOVE THE TEMPORARY RISER AND ENSURE THAT THE PERMANENT OUTLET PIPE IS AT SPECIFIED INVERT ELEVATION AND IS CLEAR OF ANY DEBRIS. INSTALL A SCREEN ON THE UPSTREAM END OF ALL

BASIN OUTLET PIPES.

g. STABILIZE THE INTERIOR OF THE BASIN AS WELL AS NECESSARY TO PROVIDE PROPOSED INFILTRATION

CAPACITY.

h. CHECK OPERATION OF GATE VALVE ON BASIN #1 OUTLET PIPE TO ENSURE IT IS WORKING PROPERLY TO

DEWATER BASIN #1 IF NEEDED.

1. PLACE SILT FENCE OR SILT SOCK DOWNSLOPE OF WORK AREA AS REQUIRED.

2. EXCAVATE PIPE TRENCH FOR NEW INSTALLATION. EXCAVATED MATERIAL FOR NEW PIPE INSTALLATION SHALL BE

PLACED ON THE UPSLOPE SIDE OF THE TRENCH. ALL EXCAVATED MATERIAL SHALL BE STOCK PILED A MINIMUM

OF 3 FEET AWAY FROM THE EXCAVATED TRENCH.

3. PLACE AND COMPACT PIPE BEDDING MATERIAL.

4. PLACE PIPE AS INDICATED.

5. BACKFILL PIPE TRENCH.

6. PLACE DRIVEWAY SUBBASE STONE OR TOPSOIL, SEED, AND MULCH OVER TRENCH.

NOTE:

LIMIT PIPE INSTALLATION TO THAT AMOUNT WHICH CAN BE BACKFILLED, TESTED FOR COMPACTION AND

STABILIZED IN ONE WORKING DAY.

1. PLACE SILT FENCE OR SILT SOCK DOWNSLOPE OF WORK AREA AS REQUIRED.

2. CLEAR AND GRUB TO LIMIT OF DISTURBANCE OF SWALE CONSTRUCTION THAT CAN BE CONSTRUCTED IN ONE DAY.

3. PERFORM EXCAVATION AND GRADING OPERATIONS FROM THE DOWNSTREAM END AND WORK UPSTREAM.

IMMEDIATELY PERFORM STEPS 4 AND 5.

4. PLACE SEED AND SOIL SUPPLEMENTS.

5. PLACE EROSION CONTROL BLANKET IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

6. PLACE SEED, SOIL SUPPLEMENTS, AND MULCH IN ADJACENT DISTURBED AREAS, MAKING SURE THAT MULCH IS

SUFFICIENTLY ANCHORED ON STEEP SLOPES.

NOTE:

BEGIN SWALE CONSTRUCTION OPERATIONS AT THE DISCHARGE POINT AND WORK UPHILL. LIMIT SWALE CONSTRUCTION TO THAT AMOUNT WHICH CAN BE CONSTRUCTED AND STABILIZED WITH EROSION CONTROL

BLANKET IN ONE DAY.

STAGING AREA

SWALE DRAINAGE AREAS