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HomeMy WebLinkAboutGrading and E & SHolmes Road East Lyme Montville CORNISH, SILVA AND MUNGEAM, INC. � GOLF COURSE ARCHITECTS 207 NORTH MAIN STREET UXBRIDGE, MASS. BUILDING ARCHITECT DANIEL ARCI4ITECTS INC. NATICK, MA. LANDSCAPE ARCHITECT THE CECIL GROUP BOSTON, MA* AQUA SOLUTIONS, LLC ECOSYSTEM MANAGEMENT MARLBOROUGH, CT. ENVIRONMENTAL ENGINEER EA ENGINEERING WARWICK, RI. J,ROBERT PFANNER CIVIL ENGINEERS & f?[ APPLICANT: WALNUT HILL PROPERTIES, LLC 6542 OCEAN CREST DRIVE D304 RANCHOS PALOS VERDES, CA 90275 OWNERS: JONATHAN KATZ 6542 OCEAN CREST DRIVE D304 RANCHOS PALOS VERDE, CA 90275 CRAIG A. RUHS 47 DAISY HILL DRIVE MONTVILLE, CI' 0653 & ASSOCIATES, P.C. LAND SURVEYORS �U\37 GRAND g FAX 8 O STREET ANTIC,CONNECTICUT TEL.860739-621 860-739-0693 Connecticut SP -1 SP -2 SP -3 SP -4 SP -5 SP -6 DESCRIPTION ROUTE PLAN ALL HOLES GRADING AND S&E PLAN PLANTING PLAN MONTVILLE AREA CART PATH WOOD BRIDGE DETAILS S&E NARITIVE AND DETAILS GOLF COURSE DETAILS BOUNDARY & WETLANDS LOCATION PLAN r ` i �` ?0i'' I J,ROBERT KANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 861-739-6216 FAX 860-739-0693 i ( IN FEET ) 1 inch = 300 it. E DESIGNED BY I DWG SCALE ROUTING PLAN EAST LYME mw MONTVILLE Walnut 11111 Country Club East Lym4 & Montville Connecticut R-1 0 • 111 FA �■o= .NM■N �► ■■M ■■■N\ ■MONO ■soon �■■■■ MEMO \■■■ y� 4: i ii v=iii ` �i/■� iiii� �1�■ iii �•" �, ��/M■■ 1 00 sir •�• ' ANN■■ `IM■■ '��'1► NONE INFE10 �- ���. err.► �n �������► i is wvP] ■■■■\■■N�■■■MMCi' ('-\■� ! t / %fir■�.��5..�■■�\\�l�A► 'so ■■■■■■■►IUNEM■■■■!!1•no 1001mr3a 1102 MENEMEMERAN WERE SEN. a SAXOM M i EMEEMEMP MEIMM 100M 1011100 %WEE SEEN 1.1�ows Elio ■■A■■!■1:�■■ I� �l� � _��■■!■ '14 W, � `Ill ■� i ■ " ■■ ■l1�= 251%r■��' I� _i■■■■■111■� '\1 //li■■■► v �� J11■\1► •A■■ I7 \\7■■■ \■■■ II" l ■IJ■■I ■■■ i■i 1 ■' 1■ 70 ■1:4■■■ 7■■■■ .%► ,■UM■■i■■■N-� ��NMi 1 ■ SEE MEMO MUMMAM 1% 2 SEE 000FOAMEN ME M1 M INI&t� �moi��I�i�� ��I�.iiiiiiiir %iMEE—i ca C Ll J.ROBERT KANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS /2* W. 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 V GRAPHIC SCALE 1 100 0 W 100 no +oo Golf Course Architect Comish, Silva & Mungeam, Inc. 207 North Main Street Uxbridge, Massachusetts 01569 508.278.3407 DESIGNED BY DWG SCALE MAM 1 "-100' DRAWN BY CONTRACT NO IRP CHECKED BY DATE JxP 08.13.02 (INS) 1 inch = 100 ft Grass Species Legend Greens Tees Fairways Primary Rough ' Secondary Rough h 17 Native Rough PLANTING an t Mill Country Club PLAN East me I& Montville Connecticut D CK LEVE CONSTRUCTION OF TIMBER BRIDGES THROUGH WETLAND General outline for method to construct a timber boardwalk without driving construction vehicles in wetlands. The only major aspect of preparing to build from deck level, verses ground level, has to do with the deployment of materials. All lumber is staged at the end of the bridge, and accessed as the backhoe travels back and forth on the bridge. No equipment or materials will be deployed within the limits of the wetlands.. As with any bridge, the workmen will layout the centerline of the bridge by using stakes and string to determine the flow and location of the structure. The workmen will need access to the wetlands floor for this. The construction vehicles do not enter the wetlands for this process. The abutment is generally located a minimum of five feet behind the wetlands limit. This will help to assure that any digging, or ground disturbance will not occur in the wetlands. A small trench is dug to allow the bottom of the abutment to be located underground. Once the wall is constructed, fill is placed in front of the wall. The backside of the wall is then back filled, which allows the backhoe to get onto the bridge deck without causing damage to the bridge end. Once the abutment is constructed, the boom of the backhoe reaches out, carrying a piling to its approximate location (10' from the abutment). A crewman guides the piling to its correct location and alignment, while the backhoe operator uses the machine to vibrate the piling into the ground to the required depth and refusal Once the first two pilings are installed, under supports and stringers are framed in and decking is installed. At this point, the structure just completed will support the weight of the backhoe. (NOTE: Only qualified personnel should attempt to drive a backhoe on top of a timber structure like this.) Build as you go With the first section serving as a platform for the backhoe to drive on, the next section of bridge can be constructed the same way. This method will allow the bridge to be constructed over almost any obstacle, or deck elevation. The time frame in which the bridge is constructed will increase, due to the slower pace caused by this method and the back and forth the backhoe will have to travel to obtain the lumber. Note: the longer (or higher) a bridge is, the longer it will take to construct. Scaffolding if the bridge being constructed is more than six fee off of the ground, or being constructed over water, temporary scaffolding may be added to give the crewmen a platform to work from. Foot Traffic The primary concern is usually to keep construction vehicles from driving in the wetlands. In most cases this will be due to the rutting and destruction of vegetation that the vehicles can cause. The crewmen do not cause anywhere near the some amount of damage, although they will restrict themselves to a six foot area immediately adjacent to the structure. _ 5/8"0 TIMBER BOLT w/ A 2.25" BOLT HEAD 4"4"x18" CURB BLOCK, K.D.A.T. 4"x6" CURB, K.D.A.T. � EROSION 3"x8" DECKING CONTROL = FABRIC 37' 3'x12 STRINGER = 3"x12" BEAM 3/4*0 HEX BOLTS 3002" HORIZONTALS .60 CCA Nk 9" BUTT Section A—A BRWE PILE Scale : lyra 8" BUTT ABUTMENT PILE 3"x12" HORIZONTAL FILTER FABRIC A 3x8 CAP FASTEID .60 CCA w/# 12 x4.5 SCREWS NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN YELLOW PIH GRADE Na 2, S4S, PRESSURE TREATED TO A MINIMUM 0.40 PCF CCA RETENTION. 2. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN YELLOW PINE (OWORMING TO ASTM STANDARD D-25, PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C-3 do C-18 TO A MINIMUM 0.60 PCF CCA RETENTION. 3. UNLESS OTHERWISE SPECIFIED, ALL HARDWARE SHALL BE ASTM A307 STEEL, ALL ASSOCIATED WAA AND NUTS, AND HOT DIPPED GALVANIZED PER AASHTO SPECIFICATION M-232. 4. K.D.A.T. — KILN DRIED AFTER TREATMENT TO A 19% OR LESS MOISTURE CONTENT. TYPICAL BRIDGE ABUTTMENT NO sc) J.ROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRANA STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 II �I ll �I II II RAILING 1/2 10'-0" 3'x8' DECKING FASTENED W/#12x4.5' SCREWS 2"x12"x16" LG. BLOCKING 3"x12" STRINGERS IN ALTERNATE LENGTHS OF 10'-0" AND 12'-0'f 3"x 12" UNDER SUPPORTS GALVANIZED "HURRICANE" CLIPS SIMPSON H5 OR EQUAL 9" BUTT PILES .60 CCA ON 10'-0" f CENTERS NOW 8'-6"f Section A—A FROM YBC DWG. NO. D7103 TYPICAL ELEVATION VIEW WOOD BRIDGE CROSSING 4'x6' CURB K.D.A.T. 4'x6' BLOCKS, KII.A.T., 18' LG. a PILE LOCATIONS AND 12' LG. e MIDSPANS 5/8'0 x12' TIMBER BDLT W/ A 2.25' BULT HEAD 3/4"0x12' LG. HEX BOLT NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE No. 2, S4S, PRESSURE TREATED TO A MINIMUM 0.40 PCF CCA RETENTION. 2. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN YELLOW PINE CONFORMING TO ASTM STANDARD D-25, PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C-3 & C-18 TO A MINIMUM 0.60 PCF CCA RETENTION. 3. UNLESS OTHERWISE SPECIFIED, ALL HARDWARE SHALL BE ASTM A307 STEEL, ALL ASSOCIATED WASHERS AND NUTS, AND HOT DIPPED GALVANIZED PER AASHTO SPECIFICATION M-232. 4. DECKING TO BE ATTACHED w/ #12 x4.5" GALVANIZED OR BETTER SCREWS RECESSED A MIN. 1/8- BELOW DECK SURFACE. 5. K.D.A.T. - KILN DRIED AFTER TREATMENT TO A 19% OR LESS MOISTURE CONTENT. Golf C urs e Architect Cornish, Ova &, Mun m, Inc. 207 North Main Stmt Uxbrilge, Massachusetts 011,569 .. 508.278..3407 3 S X B ALTI BL -40 Of -Off so 4'x6'x12' BLOCKS, 5/8`0 R BOLTS ILT HEAD FASTENED REWS URB, 3LOCKS, 5/8'0 R BOLTS }LT HEAD /4 110 _TS NOTES= 1. UNLESS OTHERWISE SPECIFIED, ALL SAWN LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE No. 2, S4S, PRESSURE TREATED TO A MINIMUM 0,40 PCF CCA RETENTION. 2. UNLESS OTHERWISE SPECIFIED, TIMBER PILES SHALL BE SOUTHERN YELLOW PINE CONFORMING TO ASTM STANDARD D-25, PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C-3 t C-18 TO A MINIMUM 0.60 PCF CCA RETENTION. 3. UNLESS OTHERWISE SPECIFIED, ALL HARDWARE SHALL BE ASTM A307 STEEL, ALL g ASSOCIATED WASHERS AND NUTS, AND HOT DIPPED GALVANIZED PER AASHTO SPECIFICATION M-232. 4. DECKING TO BE ATTACHED w/ #12 x4,5' GALVANIZED OR BETTER SCREWS RECESStD A MIN. 1/8' BELOW DECK SURFACE, 5. K.D.A.T, - KILN DRIED AFTER TREATMENT TO A 19OR LESS MOISTURE CONTENT. TYPICAL BRIDGE SECTION NO SCALE TICAL BRIDGE PLAN DESIGNED BY DWG SCALE ML M/ 1 it_- 100' DRAWN BY JRP -IECKED BY SRP t�. CONTRACT NO DATE 08.13.02 NO SCALE Walnut 14111 Country Club East Lyme& Montville Connecticut SP -3 Walnut Hili Country Club Construction Sequence Plan ID TASK DESCRIPTION A Phase I - Preparation 1 Confirm wetland flagging throughout site 2 Define limit of work in areas adjacent to wetlands 3 Pre -construction conference 4 Clear construction entrances and staging areas 5 Grade and stabilize construction entrance and staging areas 6 Remove trees and brush, all areas B Phase lI - Construction of golf holes and Irrigation Ponds (the following task will be completed hole by hole once a task is completed on one hole it will be started on the next there by keeping disturbance to a minimum.) 1 Install erosion controls 2 Remove stumps and grub cleared areas 3 Strip and stockpile topsoil 4 Excavate irrigation ponds 5 Perform earthwork and shape golf features 6 Construct pond outlets 7 Install drainage and permanent sediment control 8 Install irrigation system 9 Construct and install top mix at tees and greens 10 Respread topsoil 11 Install golf cart paths 12 Install wood bridges over wetlands 13 Prepare, seed and mulch, or sod disturbed areas c Phase III - Club House and Maintaince building 1 Construct maintoince building 2 Construct entry road and parking lot TYPICAL STOCKPILE AREA GROUND SLOPE !`i c11 T CCAIr`C NOTE: 1. Silt Fence to be installed prior to stockpiling material. 2. No stockpile location shall be located outside the limit of disturbance or within 100' of any wetlands. J,ROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 NOTE: TO BE USED WHERE DISTURBANCE IS WITHIN 50' OF ANY WETLAND. AND AS DIRECTED BY THE ENGINEER. DECOMPOSED ORGANIC MATTER DERIVED FROM YARD TRIMMINGS OR WOOD CHIPS. POST 10' APART SILT FENCE BACK FILL 4" t 6" NATIVE SOIL - TYPICAL SILT FENCE Wl COMPOST BERM NTS Golf Qourse Architect Comish, $ilva & Munge�.�tn, Inc. 207 North Main Street Uxb*iM Massachusetts 01569 508.278.3407 NOTES, 1. THIS PROPERTY IS NOT IN A COASTAL AREA MANAGEMENT ZONE. 2. THIS PARCEL CONTAINS 30.3 Ac. IN MONTVILLE. 3. THE MONTVILLE PORTION OF THIS PROJECT DOES NOT REQUIRE ON SITE SEPTIC . 4. THE STATEMENT OF USE, GRADING NARRATIVE AND SOIL EROSION AND SEDIMENT CONTROL NARRATIVE IS A PART OF AND SHALL BE USED IN CONJUNCTION WITH THIS PLAN. 5. PROPOSED USES OF THE MONTVILLE PORTION OF THE SITE INCLUDE THE CONSTRUCTION OF A PORTION OF THE 18 HOLE GOLF COURSE . 6. ALL ROAD AND DRAINAGE WORK IN MONTVILLE SHALL CONFORM TO THE CRITERIA SET FORTH IN THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION, FORM 814, LATEST REVISIONS, AND THE TOWN OF MONTVILLE SITE PLAN STANDARDS. 7. ELECTRIC AND TELEPHONE SERVICE SHALL BE UNDERGROUND AND SUPPLIED BY CL&P AND SOUTHERN NEW ENGLAND TELEPHONE CO., RESPECTIVELY. Establishing Temporary Vegetation Cover on Exposed Slopes Walnut Hill Golf Course Holmes Road East Lyme, Connecticut Construction activities outside the growing season (October 16th thru April 14th) require the combination of temporary erosion and control measures and establishment of a cover crop on exposed soil slopes, until the permanent seed mixture can be planted during the following growing season. Procedures for implementing erosion & sedimentation control measures and planting a temporary cover crop on exposed sloped areas are outlined below: ➢ Following soil grading activities, obtain a representative soil sample from the exposed soil slopes and submit to a reputable soil testing laboratory for nutrient analysis, and fertilizer and limestone recommended rates for establishing a temporary cover crop. If soil testing can't be completed in time, a complete fertilizer, N, P, K containing 10-10-10, can be lightly incorporated (upper 2") at a rate of 150 lbs/acre (3.4 lbs/1000 ft2). Limestone rates are outlined below: * Apply limestone (equivalent to 50 percent calcium plus magnesium oxide) Soil texture tons/acre lbs/1000 ft2 Clay, clay loam and high organic soil 3.0 135.0 Sandy loam, loam, silt 2.0 90.0 Loamy sand, sand 1.0 45.0 ➢ Using a broadcast or gravity drop spreader, apply 40 lbs/acre of annual ryegrass ( Lolium multhflorum), and lightly incorporate into the top 0.25 to 0.33 inches of soil with a york rake. If seed is applied via hydroseeding, increase the seeding rate by 10 %. ➢ Apply good quality straw/hay at a rate of 65 to 87 bales per acre (1.5 to 2.0 tons/acre). Other commercially available mulches can be used. Mulch anchoring will be used on slopes greater than 3 % and concentrated flow areas, i.e., diversion and waterway channels (See attached methods). ➢ Immediately following seeding and mulching activities, these prepared areas will be irrigated for the next 7 to 14 days to maintain soil moisture and ensure germination. Frequent irrigation should continue for the next 2 to 3 weeks, to ensure seedling development and establishment. Timing, location, and installation of perimeter erosion & sedimentation (E&S) control measures to reduce potential runoff impacts of exposed soil areas to receiving watercourses during construction. 1. Before any soil disturbing activities, limits of soil disturbance boundaries will be delineated, followed by proper installation of perimeter construction erosion & sedimentation (E&S) control measures, i.e., silt fence, haybales (See details this sheet); 2. After the silt fence is installed, compost berms will be installed at designated locations; 3. Infiltration grassed swales will be constructed and seeded at designated locations; 4. Detention basins will be constructed at designated locations, which will later be converted to golf course playing obstacles, i.e., bunkers, depressions; 5. After these proposed E&S control measures are conupleted at the designated locations, these mechanisms will be inspected weekly by site personnel and/or after storm events of 0.5" or greater to monitor performance. DESCRIP77ONm DESIGNED BY DWG SCALE MpM AS NOTED DRAWN BY CONTRACT NO ]RP CHECKED BY I DATE JRP 08.13.02 GENERAL CONSTRUCTION SEQUENCE: Z 1. SECURE ALL NECESSARY PERMITS. NOTIFY 'CALL BEFORE YOU DIG',(1-800-922-4455 ) AT LEAST 72 HOURS PRIOR TO U EXCAVATION. SCHEDULE AND ATTEND A PRE CONSTRUCTION CONFERENCE WITH TOWN STAFF. Z 2. CLEARING LIMITS WILL BE FLAGGED BY ARCHITECT AS WORK BEING DONE.. 0 LIMIT OF WORK ADJACENT TO WETLANDS WILL NO BE EXCEEDED. W Q 3. REMOVE TREES, BRANCHES AND BRUSH WITHIN AREAS TO BE CLEARED. CHIP BRANCHES AND BRUSH FOR USE AS MULCH. 4. INSTALL CONSTRUCTION EXIT (ANTI -TRACKING PAD) AND INSTALL SEDIMENT BARRIERS ALONG THE LIMITS OF GRADING AT THE LIMITS OF CLEARING FOR TREE PROTECTION, 5. GOLF COURSE WILL BE BUILT HOLE BY HOLE. ONCE ONE PHASE IS COMPLETED ON ONE HOLE IT WILL BE STARTED ON NEXT HOLE. 6. GRUB STUMPS AND REMOVE BRUSH Z a 7. STRIP AND STOCKPILE TOPSOIL ONLY IN AREAS TO BE FILLED OR GRADED, AND STOCKPILE ON SITE IN AN AREA NOT IN WAY OF CONSTRUCTION. SEED AND MULCH STOCKPILE OR COVER WITH NETTING. PLACE AND STAKE HAY BALES AROUND STOCKPILES. 0 8. PERFORM EARTHWORK AND SHAPE COURSE. U 0 9. INSTALL DRAINAGE AND IRRAGATION SYSTEM. Z 10. CONSTRUCT GREENS AND TEES A 11. RESPREAD TOPSOIL AND NEW TOP DRESSING. 12. INSTALL BRIDGES 13. FINE GRADE, LIME, FERTILIZE AND SEED REMAINING LAWN AREAS WITH FORMAL GRASS SEED MIXTURE BY OCTOBER, 14. CONSTRUCT CLUBHOUSE AND MAINTAINCE BUILDING 15. REMOVE EROSION CONTROL DEVICES UPON AUTHORIZATION OF TOWN OFFICIALS. EROSION & SEDIMENT CONTROL NARRATIVE z r-1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORK SHALL COMPLY WITH AN APPROVED 'EROSION AND SEDIMENT CONTROL PLAN' TO PREVENT OR MINIMIZE SOIL EROSION. Z 2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL © DEVICES IS THE RESPONSIBILITY OF THE LAND OWNER, DEVELOPER, AND THE EXCAVATION CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE NAME, a ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK. 1 3. THE CONTRACTOR SHALL USE THE 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL$ (2002), AS AMENDED, AS A GUIDE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CT.06106. -4. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR LCOOPERATION IN AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES. 5. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO INSURE PROPER OPERATION. 7. THE CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF UNSATISFACTORY EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED. 9. FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENVIRONMENTAL TOWN PLANNER OR AGENT. i.e. LOCATION OF SILT FENCE, STOCKPILE, DE- WATERING AREA etc. 10. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS AS GENERAL FILL WITHIN LAWN AND LANDSCAPE AREAS. 11. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD MULCH SHALL BE PLANTED WITH GRASS ON 4 IN. TOPSOIL OR 8' SAND. ; 12. MULCHING; IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS./1000 SF. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2-3 IN. TO ANCHOR. -13. SEEDING; BETWEEN APRIL 1 TO JUNE 1, AND AUGUST 15 TO SEPTEMBER 1. ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABILIZATION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE ARCHITECTS SEEDING AND SLOPE STABILIZATION DIRECTIVES. SOIL AND EROSION CONTROL 1. HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. 2. ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTER CONSTRUCTION FINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDING DATES ARE APRIL 15 TO JUNE & AUG. 15 TO OCT. 1. 4. RECOMMENDED SEED (PER TURF GRASS AND INTEGRATED PEST MANAGEMENT (IPM) PLAN. 5. HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 6. NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASH INTO THE DRAINAGE SYSTEM. 7. IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH IS TO BE APPLIED IN ACCORDANCE WITH THE TABLE BELOW. MULCHES RATES NOTES PER 1000 FT STRAW OR HAY 1/2 - 2 TONS 70-90lbs. FREE FROM WEEDS & COURSE PER ACRE MATTER. MUST BE ANCHORED SPREAD WITH MULCH BLOWER OR BY HAND 8. ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULD BE REPLACED EACH NIGHT. 9. ANY MATERIAL STOCK PILED SHOULD BE TEMPORARILY SEEDED. 1. EXCAVATE A TRENCH 2. PLACE AND STAKE TRENCH 4" DEEP AND THE STRAW BALES, TWO WIDTH OF A STRAW STAKES PER BALE. BALE. STRAW BALE STAKE H PACKED 3. WEDGE LOOSE STRAW HAY BETWEEN BALES TO PLAN VIEW CREATE A CONTINUOUS BARRIER. 4. BACK FILL AND 11 COMPACT THE EXCAVATED SOIL, AS SHOWN, ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. TYPICAL HAY BALE INSTALLATION 10. ALL ROAD SECTION EMBANKMENTS, EITHER CUT OR FILL, SHOULD BE STABILIZED AT THE TOE OF THE SLOPE BY STAKED HAY BALES OR SILT FENCE. 11. SWALES AND DIVERSION STRUCTURES SHOULD HAVE HAY BALES PLACED ACROSS THEM EVERY 100' IN ACCORDANCE WITH THE DETAIL BELOW. 0 J WRONG 10' RIGHT BOTTOM OF DRAINAGE PLAN WAY PLAN �yNS:•' IG B THAN POINT B. POINT . ELEVATION I 2x4 WOODEN STAKE DRIVEN MIN. OF 12" INTO THE GROUND FILTER FABRIC TUCKED 6-12" INTO GRADE WOODEN LATERAL CROSS BRACES AS NEEDED FLOW 41, CATCH BASIN SILT FENCE INSTALLATION AT CATCH BASINS FLOW RIGHT BASINS ON SLOPING ROADS SHOULD NOT BE RINGED. BALES OR SILT FENCE SHOULD BE PLACED IN A CONFIGURATION TO CONTAIN FLOWS WITHOUT "END RUNS" CONTAINMENTS SHOULD BE UP SLOPE OF BASINS. CATCH BASINS ON PING ROADS FLOW CATCH BASIN FLOW L STAKES, TWO FOR EACH BALE HAY BALE INSTALLATION AT CATCH BASINS SILT FENCE POST 10' APART BACK FILL 4"- 6" NATIVE SOIL - TYPICAL SILT FENCE INSTALLATION Walnut Hill Country Club East Lyme'�& Montville Connecticut SP -4 GREEN SURFACE COLLAR TILE CAP Y MIN. FROM GREEN EDGE FFILL MATERIAL AND EXISTING SOIL. 12" GREEN ROOTZONE MDt x- `' - 4" PERFORATED RANCOR DRAIN TILE ,'- r 4" GRAVEL OR APPROVED 2" GRAVEL OR APPROVED COMPACTED EXISTING SUBBASE NOTE: THE INSTALLATION OF AN AIR VEW / CLEANOUT IS THE SAME FOR THE SAND BUNKERS GREEN DETAIL AND CLEANOUT NO SCALE 18' TYPICAL FRENCH DRAIN 8' WIDTH 1/8"1 FT. MIN. CROSS SLOPE 6" PERMEABLE SAND EXISTING SUBGRADE 2" ASPHALT TOP COURSE 4" SUBBASE GRANULAR MATERIAL COMPACTED SUBGRADE TYPICAL. GOLF CART PATH -BITUMINOUS CONCRETE NO SCALE PEA STONE 3/4" DIA. OR APPROVED EQUAL 8" PERFORATED PLASTIC DRAIN TILE SCALE: 1'= 1" CINITIAL CLEARING 100% CLEARING _ _ _ _ _ SELECTIVE CLEARING NOTE: Initial clearing shall take place in an area which measures 30 feet on each side of centerline from station 0+00 to station 3+00 and 60 feet on each side of the centerlineffom station 4+00 to green center stake. No clearing should take place past green center stake. Completion of clearing as flagged on the ground by the architect or indicated on the Clearing Plan. Selective clearing should extend 40 feet beyond clearing line flagged by architect or taken off clearing plan. this area should be underbrushed and the smaller trees remoced- TYPICAL CLEARING NO SCALE J.ROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 Fairway, tee or green area. F-0" 1. 4" topsoil at least 3:1 side slope NOTE: Walls shall be composed of boulders and stone from on-site, placed by excavator or backhoe. TYPICAL STONE RIP -- RAP NO Scale e GREEN PROFILE 4 Lip Fairway Eye Level ,( 1 1 II 1 1 rT, 1 11 t �11 Ih�hl; al—lt Il�1� 4" Perforated drain I s tile as specified Typical fairway bunker mound is built above fairway level & bunker is cut into it. Mounds require approximately 800 Cy of fill each. This detail illustrates that - visibility is not in any way reduced by creation of the concave drained bunker. NOTE: One tee per complex shall have a side slope no greater than V = 12' per ADA requirements. TYPICAL TEE PROFILE No Scale Golf oursc Architect Cornish, ilva & Mungearn, Inc. �07 North Main Street Uxb#dge, Massachusetts 01569' 508.278.3407 FINISHED GREEN SURFACE 12" USGA SPECIFICATION ROOTZONE MIX 4" PEA STONE 1/4" DIA. OR APPROVED GRAVEL LAYER 4" DIA. PERFORATED PLASTIC FIELD TILE SURROUNDED BY 1/4" DIA. OR APPROVED GRAVEL SCALE: V = F F-14 6" Compacted bunker sand BUNKER SAND 3/8" - 3/4" DIA. PEA STONE OR APPROVED EQUAL EHI� EI Imo! 4" PERFORATED PLASTIC DRAIN TILE I�l�I�I1�!l�iL lC�IL I II�IJ I! L MT I� I EXISTING SUBGRADE ' L 4' ' BUNKER UNDERDRAIN BUNKER UNDERDRAIN SECTION Tee surface should slope at I%; direction to be determined. Carry topmix to edge of slope at drainage point. 6"rootzone mix seedbed (except as indicated). Subgrade of tee should be at least one foot bigger all around then finished tee dimension. 4" topsoil at least 5:1 side slope Compacted Subbase Native material NO SCALE 6" or 8" corrugated plastic perforated tile exposed L least 2" until turf is established. Cut off below grade, remove silts and excess stone and set grate level when turf is establisehed. Sod around inlet refer to sppecifications for grass type and extent to be Sodded. s1°v£ ftp &-io. 8" Nyloplast inline drain (w/6" riser) or 12" Nyloplast inline drain (w/6" riser). tF'a, t/4" - 3/8" grave I backfill. 6" or 8" smooth interior plastic drain pipe, ADSN 12 minimum slope 1 %. j�cwdlsp ar --s Connect to drain system or daylight in natural drainage area in "out of play" area. Note: Inlet area Should be ringed with staked hay bates after installation & prior to establishement. TYPICAL DRAINAGE INLET INSTALLATION No scale PRO -VIDE CLEANOUT • ~ % s `} • a� - DRAINAGE WITHIN BUNKER lb • -. + - • --}y• �- +�+=��- '-=w'. �«• a -mss« -;�. r - / - ,+ ~ _ • - r� ±` 4" PLASTIC TILE PERFORATED WITHIN BUNKER; NON PERFORATED TO OUTLET OUTLET TO DAYLIGHT 60" INTO ROUGH, WATER HAZARD OR OTHER DRAIN LINE TOP SOIL_ 4' GRATE DESIGNED BY DWG SCALE MI 11V 1 111=1001 DRAWN BY CONTRACT NO JRP CHECKED BY DATE JRP 08.13.02 DRAIN SUMP No Seale BUNKER UNDERDRAIN PLAN No Scale Fairway, tee or green area. Y-0" L Rough Fitter fabric { fj-�tlll't —�!Y I` : tom} .. -.e K • f i ,o r • 1�•n 3/8" - 3/4" DIA. PEA STONE OR APPROVED EQUAL 4t' PERFORATED PLASTIC DRAIN TILE EXISTING SUBGRADE t BUNKER UNDERDRAIN NO SCALE V DRAINAGE. TILF. SHOULD COW TOGETHER IN MIDDLE OF GREEN / Prntids Cica"nut e Cleans"t --;7�-- • -{- + / Near vertical wall with a maximum height of 8'- 0" J1 .1 3!! 0i�.=i iiii Subgrade Free Draining Material Filter fabric Yin• 4' NOTE Waffs shall be composed of boulders and stone from on-site, placed �y excavator or backhoe and hand. TYPIC,* STONE WALL Natural ground 14 * Existing subgmde GOLF COURSE Walnut Mill Country Club DETAILS East Lyme 6L Montville Connecticut NOTE: d CONNECT GREET' SIDE BUNKER —1 DRAINS INTO GREEN OU'LtiT WHER} Outict to Daylighl 6g intoRough, Water or w POSSIBLE Other Drain Line. p w 4" Plastic Tile Perforated Witliiin Z Bunkcr, Non Perforated to Outict. -� TYPICAL GREEN COMPLEX UNDERDRAIN PLAN No Scale 0 v I --;7�-- • -{- + / Near vertical wall with a maximum height of 8'- 0" J1 .1 3!! 0i�.=i iiii Subgrade Free Draining Material Filter fabric Yin• 4' NOTE Waffs shall be composed of boulders and stone from on-site, placed �y excavator or backhoe and hand. TYPIC,* STONE WALL Natural ground 14 * Existing subgmde GOLF COURSE Walnut Mill Country Club DETAILS East Lyme 6L Montville Connecticut