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HomeMy WebLinkAbout88-54P Plan Terry Office Park TOTAL LENGTH 50'--0 4,-0„ 4-0,1 i 1F , LOCATION PLAN SECTION EDGE OF PAVE MEN I GRASS D RIPRAP r _ -. SE RIPRAP OUTFALL 6" BIT. CONC. CURBING SEE PLAN FOR LOCATION FOR CROS (-•-6',OF 2" CRUSHED STONE AIN ANTI- TR.ACKING PAVEMENT IN`,100C) TION THRcjUGHOUT CONSTRUCTION PERIOD' IrAY SHALL. BE SNEr't DAil e VE i?I7 P:IA-"LI G! Ai_ S1it1T kl;4 l3[ iG PAVE MENT. * L6"LOAM, SEED a FERTILIZER TO BE PLACED ON ALL DISTURBED AND REGRADED AREAS EXCEPT FOR LANDSCAPED AND PAVED 1 1/211 BIT. CONC SURFACE COURSE AREAS 1 '/2" BIT. CONC BASE COURSE 6" PROCESSED AGGREGATE BASE 10" FREE DRAINING MAT"AAL (D.O.T. FORM 813 SEC. M.02.07) PAVEMENT SECTION NOTE; 1/2" CORK ASPHALT EXPANSION JOINT EVERY 48" FULL CUT CONTRACTION JOINT EVERY 16" I" DEEP TOOLED JOINT EVERY 8' CONCRETE WALK CONCRETE WALK - 4' WIDE r- GRAVEL. BASE r---EXPANSION JOINT TO BE INSTALLED AS REQUIRED ALONG BUCKLAND ROAD FRONTAGE BALES i0 BUTT TOGETHER 2 --3' LONG STAKES OR REBARS EACH BALE t PAVE MEN T Fxl T GR BALED HAY OR STRAW 1 w w FLOW 0 �-•i PLAN i` 6 "- U P� COMPA:;TI G' SECT ION AT TOE OF SLOPE ----. -�� G R A S S� I2"MODIFIED RIPRAP EROSION & SEDIMENT CONTROL NOTES ' 1. All erosion and sediment control measures will be constructed in accordance with the standards and specifications of the "Guidelines for Soil Erosion and Sediment Control"/by the Connecticut Council on Soil and Water Conservation. 2. Erosion and sediment control measures will be installed prior to construction. See Construction Schedule. 3. Land disturbance will be kept to a minimum; restabilization will be scheduled within 30 days. 4. Seeding mixture for finished grassed areas will be as follows: Kentucky Bluegrass 45%, Creeping Red Fescue 45$, Perennial Ryegrass 10$. Seed to be applied at a rate of 4 lbs./1000 sq. ft. Planting seasons shall be April 1 to June 1 and August 15 to September 15. 5. Seed mixture for any disturbed detention areas will be as follows: Creeping Red Fescue 45g, Redtop 10$, Tall Fescue 45$. Seed to be applied at a rate of 2 lbs./1000 sq. ft. Planting seasons shall be April 1 to June 1 and August 15 to September 15. - 6. Areas to be left bare more than 30 days before finished grading and seeding is achieved shall receive a temporary seeding of Perennial Ryegrass applied at a rate of 2 lbs./1000 sq. ft. at a depth of 1/2 inch. Limestone (equivalent to 50 percent calcium plus magnesium oxide) shall be applied as seedbed preparation at a rate of 90 lbs./1000 sq. ft. Planting seasons shall be March 1 to June 15 and August 1 to October 1. 7. Areas to be left bare more than 30 days before finished grading and seeding outside of planting seasons shall receive a hay mulch, free of coarse matter, applied at a rate of 70-90 lbs./1000 sq. ft. 8. Haybale and/or fabric filters (silt fence) will be installed at all drainage outlet areas and along the toe of all cut and fill slopes greater than 4 to 1. 9. Drainage outlet areas will be protected with riprap channels. 10. Catch basins will be protected with haybale filters throughout the construction period and until all disturbed areas are thoroughly stabilized. 11. All control measures will be maintained or replaced during . the construction period, as necessary or ordered by the Town. 12. Additional control measures will be installed during the construction period if required, or ordered by the Town. 13. Sediment removed from control structures will be disposed of in a manner which is consistent with the intent of the plan. 14. Contractor will be assigned the responsibility for implementing this erosion and sediment control plan. This responsibility includes the installation and maintenance of control measures, informing all parties engaged on the construction site of the requirements and objectives of the plan and notifying the Director of Public Works, Town of South Windsor or the proper Town agency of any transfer of this responsibility. The Owner shall be responsible for conveying a copy of the Erosion and Sediment Control Plan if the title to the land is transferred. 1 SWALE BALED HAY OR STRAW a �w ur w' w Cc ' a: a n 3� > of a u.' D t� El `- BALES TC) BUTT TOGETHER PLAN E X ? S T GROUND r- 2-3'LONGSTAKES OR PFHAR' SECTION A T SWAL E FLOW EX!5T GROUND PAVEMENT= STAKE IN PAVER u. BALES HAY OR STRAW !1 a* " ' a _- _`�' o-- BALES TO BUTT TOGETHER P L A N a:Y':i, :°.'!.�•� ;.. �r;S ul.w,_ i-.F .,!Rnt'>._INDED BY ".At BALE::, M'Ji F .«TEP F'ABRI`: Tom` IrE �"� CEi; /E!t GRATE UNTI_ PAVEMENT OR GRASS IS ESTABLISHED FILTER FABRIC "- ')VER GRATE -� F ' _•E NAINTAI'JE: -'ND/OP E i F :,:.. NE ,i_3I f,E r, CIP AS n,PECTF[: R F1AYE? I . THAT kIN., DOE � IK')1 ;ME !N .ONTACT WITH GROU"dl HAYBAL.E EROSION CHECK_ ti4., FENCE FABRIC. - OC4 _.. Ar -i A C H F 1 LTE-R FABRIC 7C N!PE FF"Nr.F W ' STAPLE, Ckri !IC G PIN S I� - -- j I 1 EI 1_ I -Ei LlL iz ttxt�i z ,ter c� c..• a r t" 1 . I s II I I i I CONSTRUCTION SCHEDULE 1. Construction will commence on or about April., 19$g and be completed on or about July,1989: 2, install anti -tracking apron at site entrance. Any material that is tracked onto pavement shall be swept as often as required. 3. Place haybales and/or silt fencing as shown on plan or where directed by Engineer. (Maintain or replace as required throughout construction period.) Prepare stock pile area and surround with haybales and/or silt fence. 4. Complete any grading which impacts the existing detention basin as shown on plans. Seed all disturbed areas and stabilize slopes. (Remove sediment from basin as often as required throughout construction period.) 5. Construction of buildings may begin at this time 'but not before erosion control devices 2 thru 4 have been installed. 6. Begin rough grading and installation of utilities. Install erosion control devices at drainage outlets place haybales around existing basin. Temporary seed and mulch all slopes exceeding 4:1 if permanent stabilization is not completed at this time. All other areas not temporarily stabilized shall be protected with haybales and/or silt fence. 7. Prepare subgrade for paving and prepare all disturbed areas for placing topsoil and landscaping. 8. Place pavement, topsoil, seed and mulch, and landscaping. 9. Remove all temporary erosion control devices only after all areas have been paved and/or grass has been well established and the site has been inspected and approved b?r the Town. E 1_E V A T 1 0 N SECT ICON AT LOW AR EA "a 4" WIRE FEN(-,'E SILT FENCE -"-3'LONG STAKES OR REB IvACH BALE P(JST FLOW SELF -SUPPORTING SILT FENCE FABRIC --OR- FILTER REt;_ W Fi'.iiJ'S SECTION RELEASED FOR CONSTRUCTION BASIN L� PROD. MANAGER: W.D.O. �NEILL CHIEF DESIGNER: C.O.S.Ira FUSS45t%j REVIEWED BY DATE :30 3 - � consulting engineers BOUNDARY moomo MANCHESTER, CONNECTICUT (I I& FIELD EDIT GEOMETRY DETAILS DRAFTING J.M.T. 10-20-87 TERRY OFFICE PARK BUCKLAND ROAD - SOUTH WI N DSOR? C1 REVISION DATE: a 2-/o-as � I2-zz-:3s � 3•Z'1-b9 DEVELOPED BY -zt�,go ©►- !z �� ®5-Z3'�`l JOHN SAMSEL, JR. - 419 BUCKLAND RD. - TEL.644' HOR. IN. FT. DATE FLD. BK. PROJECT SCALE: VIER. NO IN SCALE FT OCT.,1987 396 86-192 1 SHEET NO. 3 OF lI902EbH WEli LL T CO' P MAINTAIN EXISTING 800' SIGHT DISTANCE INSTALL R.O.W. -- -- 31-0002 SNET 43 Elec. M.H. 15'� "�o— Hondhole L-JC.B. BUCKLAND ROAD DSon. rl C.B. I 1 SIGN LEGEND STOP 31-0002 N 4ONLY 31-0390 SOUTH SITE DRIVE RELOCATE M.BR. AINTAIN EXISTING 1000" SIGHT DISTANCE —\ HYD:. �E ------ a� 1 200 1 1 1 MATCH TO EXISTING PAVEMENT MARKINGS DO NOT � ENTER ) 31-0509 1% tONLY 1 31- 0329 MAIry 1H&� --- EXISTING 51GHT D i SPEED LIMIT 35 14' 75' w Z' 0 •1 Q'�I INSTALL 31- 0390 111 55' INSTALL 31-0390 RELOCATE INSTALL UTILITY POLE 31-0002 R.O.W. Water r 46 _---- - ----- 15' C.B. 15' L-JC.B. I I' 65' 25' —OSon. M.H. OSon. M.H. OC.B. 14 i' INSTALL 80' INSTALL 31-0329 75' 31-0329 =J==. CENTER SITE DRIVE 120 ' cli Al_ M 20' �.A 10' — 50' RELOCATE RELOCATE UTILITY POLE HYDRANT R.O.W _ SNET BOX � �A1N--EXISTING 500 SST DISTANCE 13 SNET 48 HYD. SNP 49 15, 15' Wg C.B. 14' 55 0 ST. M.H. 200' 14' 14 15' BIT. CURB C.B. SIGN NOTE: R.O.W. ON BUCKLAND STREET IS UNDEFINED. USE EDGE OF ROAD NORTH SITE DRIVE INSTALL 31-0509 INSTALL ENTRANCE ONLY M.H. R.O.W. SNET 50 - _ QW_9• -0-- CURB - ------ MATCH TO EXISTING PAVEMENT MARKINGS PROJ. MANAGER: S.F.M. CHIEF DESIGNER: D.W.O. REVIEWED BY DATE BOUNDARY REVISIONS: FIELD EDIT IQREVISED LANE LENGTHS, ADDED SITE DISTANCES GEOMETRY TO SOUTH SITE DRIVE, MODIFIED CURB RADII AT DRAFTING CENTER SITE DRIVE, ADDED SIGNING. &2 WIDENED ROADWAY ©ADDED ROW EO REVISION DATE: �b A 3-1 -89 ®3-16 89 I �0 hi 3-15-89 4 jxD SCALE: I's = 40` SNET 51 —0- 05T. -'C.B. BELLO M.H. M.H. TAPER LENGTH CALCULATION L = WS2l60 WHERE! L= LENGTH OF TAPER ( FEET) W= OFFSET DISTANCE . ( FEET) S = VEHICLE SPEED (45 MPH) r F Umm1'm6-m-Xft`&0pNElLmLj consulting engineers MANCHESTER, CONNECTICUT ROADWAY PLAN TERRY OFFICE PARK PROJECT I FLD. BK. I DATE 86-192A JAN. 89 1 SHEET NO. I OF C.B. IN SNET M B R 3410 -0- 15` SIGN LEGEND STOP 31-0002 1000'+ CURB INSTALL 31-0002 - SNET 341E r•.r-�s���n LJG!Yi { IVv REVISIONS: ,I ADDED PAVEMENT MARKING TO DRIVEWAYS. PROD. MANAGER: S.F.M. CHIEF DESIGNER: D.W.O. REVIEWED BY DATE E YITYGVIEW REVISION DATE: Wes_ a 3-16-89 SCALE: 1"=40' FUtstp&aN consulting engineers MANCHESTER, CONNECTICUT ROADWAY PLAN TERRY OFFICE PARK SOUTH WINDSOR CONNECTICU' PROJECT FLD. BK. DATE jSHEET NO. I OF I 86-192A MARCH) 19