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HomeMy WebLinkAboutGrading Plan7-r= 106.4b 4 eF G PAD F -L OUT =JOO tO -7 IAV INV 93 17- < L EG END mmo, eAn SEW6K tAkNHOL-F- CXTCH 1�?ACNN � T ► ��� TAJ� l�,�C� t,5X 115TlNG COMCUI:7- rKoroepetD CDmTou1?- Lo I C71 C) owe, Lo A, 4-4 o meow c 0 co z N # 2 itr L) co a) co CID 4-J <4 0) LO E c 0 LL c'F- m c -.1 C13 ct CD V) 41-4tin I C71 C) owe, Lo A, o meow c 0 co z N # 2 itr L) co a) co CID 4-J Iowa 0) LO E c 0 LL c'F- m c -.1 C13 c) I owe, > CID owe, QG®t r r000 \ac< .010 OT N- VOL Jlu WE:,-- 11, 6 0 L lot lm % 1055-ir-7 INV OUT': lob. id I CAW -who . ................ ct no C) 1�7 CIO crb 4-4 d L EG END 4-4 C4 �-4 !ILV 0 co 0 wro CLEAt-,IOU-T Vvt&\TEf, C-ATr- ��' �; 2�,. - eAM- Fig MANHOU, SA%NIWCY SEMX LINE POAl\E,5MC INXTEK LIME "V D�-Y HYOKAN I L I NE kri -WEK LltA6 <T— ajGcnqc-, cAjbu(E, -reLL-rHOt\)G uo c-UL-VF--�T CIO Cf-) �Yjc-V-Tjjk)Cn UTU-N VOLE 00 cd I ct no C) 1�7 crb 4-4 d 4-4 C4 �-4 ;> kri uo CIO Cf-) 00 cd C-74 21V c 0 CO Z co 0 co W cn cm c 'E (n c cz c CL I ct no C) crb 4-4 C4 ;> I ct no C) I a 0 0 C3 • �+� VYATE� C�AT'� �t �a sie—WF - MANHOLE f.. rsX 15TIMG GDNTO 1► o C. Tcu? p H: .r ,u ar U � � c• 0 0 C3 Ot b.00 i Ob 10(p '1 GRAD E�D 1 F f 3� ,' Six : ��� • -�- �Y �, ,� : Qty' � �- '� 1 i'� = ! ©D • 7 3 err►" .`��,,�.>`�'� �. foo•�� 9 TF _ tofo 4lb 102, i bG I 10 i a z y .112.. .1- .. t H.C. w` ��� 1 ro i f10 L EG END • �+� VYATE� C�AT'� �t �a sie—WF - MANHOLE r Ot b.00 i Ob 10(p '1 GRAD E�D 1 F f 3� ,' Six : ��� • -�- �Y �, ,� : Qty' � �- '� 1 i'� = ! ©D • 7 3 err►" .`��,,�.>`�'� �. foo•�� 9 TF _ tofo 4lb 102, i bG I 10 i a z y .112.. .1- .. t H.C. w` ��� 1 ro i f10 L EG END • �+� VYATE� C�AT'� �t �a sie—WF - MANHOLE — - --- to rsX 15TIMG GDNTO 1► o C. Tcu? 4� �t �a p H: .r ,u ar U � � c• z - • «. } �t J ,gun co c Mcl: V 0 70 C"7WE 4� �t �a p H: .r ,u ar x 4� �t �a Tot ; � � FINAL STADILIZATION Seed Bed Preparation Fine grade and rake Soil IL -.o remove any stones larger than 2". Install any needed erosion and sediment control device such as surface water diversion. Apply limestone at the rate of 2 tons/ acre or 90 lbs11000 sf. FerLilize with 10-10-10 at a rate of 11 lbs/1000 sf. Work lime and fortil:izer into soil. to a depth of 4". Seed Application Apply shade seed tolerant grass mix by hand, cyclone seeder or hydroseeder. Seeding shall be done between April 1st and June 1st or between August 1st and October 1st:. If..seeding cannot be done during these times, repeat mulch procedure with an applica'Lion raLe ,o 30-40 lbs/acre Mulching Immediately fonowirig seeding, mulch the seeded surface with straw or hay at a rate of 1.5-2 tons/acre. mulch shall be spread by hand or with a mulch blower.... Punch mulch into soil apprOXImately 2-3" During non -planting seasons, disLurbed areas shall be covered wich temporziry riulch. SEED 11IXTURES a) The "permanent" tYP-C-- grass seed mixture shall conforlm to the folliwing: Proportion Minimur', Minimurn by Weight Purity Germination S_Pqcies (Pounds) (Percent', (Percent) Kentucky Bluegrass (Poa Pratensis) 25 85 75 Creeping Red Fescue (Fectuca Rubra) 35 98 85 K-31 Tall Fescue (Festuca arundinacea var. Kentucky 31) 30 98 85 Perennial Ryegrass (Lolium. Perenne) 5 98 90 Alsike Clover (Tr L 4 folium hy.''.ridum) 5 96 85 b) The "temporary" grass seed stall be perenn-'al L (Loliurn perenne) or an imProV­r.­-A. iiaritey thore-of, suci-, �.s Manhattan, having a minimum pu,-Jty of 98 percent a, -,minimum germination of 90 percent. SEEDING METHODS The rate of applicaion shall be no less than 100 pounds of the seed mixture per acre. Where Perennial rye grass (Lolliur, Perenne) alone is called for, the rate of application shall be no ,less than 220 pounds per acre. SEEDING SEASON The calender dates for seeding shall be: Spring - March 15 to June 15 Fall August 15 to October 15 MULCH pjEAStT. ES The netting shall be installed immediately after the h:71,., is Placed, It shall lay smoothy, but loosely over the hay. Staples Shall bE- - , spaced too more than eight incur all ches apart at edges and ovkerlaps. Each width of lnettinq �-;hall - alternately staped a " 1 04 `9 i1ts centerline at Where two lenghts Of I'letting are joined, the interva I -s. .-A ")f "he uP-gade A. Strip shall overlap the down -grade strip. r The Contractor shall L maintain and protect erosion control lining until with such time as the turf qrass is established. The Contractor shall replace or repair at his own expense any and all erosion control lining areas damaged by fire, water or other causes including the operation of construction equipment. No mowing will be required in the locations erosion control ling is installed. where CLEA11-UP. TT k., 'po I, suspension or completion of the work or arty Pnrfinn t -hereof the developer or contractor shall remove from all Public ol private property all temporary structures, tools and rubhi_-,11 or waste materials resulting from his nPerations. Tree stumps and boulders shall be buried along property lil)es with a minimum two -foot cover. Cut-down trees and brush Shall be removed from the property. All ditches shall be allsewers, drains,'r-atchbasins and manholes cleaned and F ] . 1_1,_q I I estreets, Walks, curbs and other structures cleaned and the whole work left in a neat condition. All unpaved are, -,Is within the street lines and excavated or filled ars'.-As On Private Property shall be graded, covered with suitable Or loam , rolled, fertilized and seeded with a mixture I 11C -7 to Section 1-1-13.04 of the State lliqliway Department Staltdarcl Specifications for Roads, Bridges and Incidental 1_onstru(7tioti, Form 810. N -T lkAL STA, 5 1 (. I CA7 1 0 A) 0 iF A, Cie 4 Q I 01Q C0A1T'r/111'_"10L M C_->MPACT -TtL.L. a C- a rf) MISTRUCTION MTRMCE Sur>0ZT P05TS A SILT FEIVCE- C 1 0 IN T rt yi,,K D 1AT'E- 0 BANK GRA141- F -LL STONE AW AAP PRoFit-E 14T 5. t4r3, -Q2C- S711MACTURE -ro ACCOntlooArC .A 5-rklVD.AACD FZAYVE- A,VO (5ZA-rC FOR DO. T CA -'C}{ 8A5 I Q r —'- I FZA,-TC PVC �i CD 35 A/ 7YPr A S-rEC L ;ZAME OL177—ET S7r)?UC_rLJ9E 1541Z sawmki FZA11C f r_.i>_Arr_ mrs, I 5�.IALE7 Hay Sale Instal lat ion at Catr,t) 6asjr\S 10 0i AX1. L 5 VAt Elevation: Points A should be higher than 4 Points B. Z 9- -T Ye. mou,(:%(!D IR, P p1hp RIO Pl- Alf miff_ PV3%r--iU-b RiP QAr,> 6RA\j5_L_ A -A LU I POOL- L)F--VA \ t OUTLE_r 614,) •T. r-,J77TIP [C) Q C—_ 1). Topsoil, F__ lizer and Seeding'Notes ALcam 23 h r I four (4 inches over all are, Jesignated on thk� T.Ian s, 4Fertil-i 4tf inches PA C,< E 1> variety or equivalent oltn_iyslls tnd small be applied at the rate of 15 1bd rier 100C, srt— �Seed 9r 11 be applied at the rate of 5 To per sq. ft. 10 f Spring seeding: April 1 tb June I - Seed sh 11 conform to the app ropriato! typt-,-� listed ir, thei Connect cut Guide for Soil Erosion Sf!dlirqnit Control. 4)out-of- eason seeding shall be carried out p erosion protect an measures as necessary, F, 7'F� r -LoW C—,T 0/ f2—t—&M451 A&�D —RAI -T-- FJ�INJ &UM. -ET /" L)GT Air I /Q NiTtt V4-Az7EP, V\J 1 T[i 15rAkE'D HAY4A�lA4CW0 WITH _rW0 2x2 �c3 a — M T. S. Hay Sale Instal lat ion at Catr,t) 6asjr\S 10 0i AX1. L 5 VAt Elevation: Points A should be higher than 4 Points B. Z 9- -T Ye. mou,(:%(!D IR, P p1hp RIO Pl- Alf miff_ PV3%r--iU-b RiP QAr,> 6RA\j5_L_ A -A LU I POOL- L)F--VA \ t OUTLE_r 614,) •T. r-,J77TIP [C) Q C—_ 1). Topsoil, F__ lizer and Seeding'Notes ALcam 23 h 11 be spread to a minimum compacted of four (4 inches over all are, Jesignated on thk� T.Ian s, 4Fertil-i r shall be incorporat,!!%-:1_ into top ) to 4 inches f the topsoil. The fert!.Iizer_ s it 1,,e! c the 10-10-3 variety or equivalent oltn_iyslls tnd small be applied at the rate of 15 1bd rier 100C, srt— �Seed 9r 11 be applied at the rate of 5 To per sq. ft. during the following per"Acdst Spring seeding: April 1 tb June I Fall Seeding: August 1 15 to September 15 Seed sh 11 conform to the app ropriato! typt-,-� listed ir, thei Connect cut Guide for Soil Erosion Sf!dlirqnit Control. 4)out-of- eason seeding shall be carried out p erosion protect an measures as necessary, F, 7'F� r C—,T 0/ f2—t—&M451 A&�D —RAI -T-- FJ�INJ &UM. -ET /" L)GT c-- -5JILT 50 11-�kT 74+iEr-E� v_ /QC) i ,, i: I tc ;�A-C., I /Q NiTtt V4-Az7EP, V\J 1 T[i Ot5 IYIORTAR 36 ADJUST TO GRADE MANHOLE FRAME a COV --R w 1 TH, COURSES Of: BRICKS OR CONIC. WHEN HIS DjN1r:NS.'ON EXCEEDS GRADING RINGS 7 D, MAN�!O'"E "AILL tHt_ CLASSED 6," MIN. OR AS DIRECT- AS "SANITARY MANHOLE OVER IO' COVER WITH 1/2" CE M r ENT MORTAR PLASTE 36" `JEEP FLE'XIBLZ ;RUBBER JOINT SHALL CONFORM ui MANHOLE GASKETTO ASTM C443 STEP W u ui L) Z FILL LIF7ING HOIC's 0 z U) WITH MORTAR 1 12 (7 Y P) L) uj 48 DIA. Ln BITUMINOUS COATING (DAMPPROOFIND ) F 1 1`7 X I E3 L E CO N 'E C 70R KOR-N-SEAL PAY LIMIT— IS MANUFACTUIREC BY NPC SYSTEMS, F,C)RROCK IN INC. OR Ap.ppOVE'� EQUAL. "Lj x T 10 N MIN LJ I Li V) <i< P S D 2 %I P -ON C i�l TC HOLE S,/', N 1 T A Qt Y N11 A N AST - ST R E 1 NF 0 ;R E C C 0 N z' -_a 0 �, --,o R Y, TC S P7 C 7 8 0 0 OR 8" PVC PIPE 5 6 c 0 C' 33 0 FLEXIBLE CONNECTOR lit cL INVERT CHANNELS SEE PLAN FOR 13 Py. C. PIPE SPECIFIC SITE R E Q Li I R E M E t 4 T 5 .9 0 E A 0 FRAME ek COVER TO BE PLAN WATERBURY FOUINORY PATTERN NO. 3424 OR LE BARON FOUNDRY i i/8" CATALOG Nr!l. LIJ 105 24.1/2"DIA 1/2" OR _-F APPROVED EQUAL 2 13/4 T_ i 6,. 36" DIA 48" DIA SECTION C C MANHOLE FRAME 8 COVER NOTE OPENINGS FOR PIPES SHALL BE CAST OR CORED IN THE BASE SECTION AT THE REQUIRED LOCATIONS DURING ITS MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE PERMITTED, SECTIONAL PLAN �ANITARY MAMIAOLE EXIST. 4" E OR P.V.C. P REMOVE EXISTING SEPTIC TANK (SEE. CONTRACT SPECS.) C,"x 4" ECCENTRIC 6 v P.C v INCREASER FITTINGS AS REQUIRED FOR CONNECTING TO EXISTING SYSTEM(S) PIPE A r 6 x4 ECCENTRIC INCREASER PLAN PAY LIMITS FOR CLEANOUT WATER TIGHT CAP TO BE APPROVED BY THE ENGINEER 4 -INE CLEANOUT K 6 T- w Y U (OR WYE B ELBOW) JH 6" VERT. RISER PIPE TO tOUND SURFACE )TES IF NO PIPE A CONNECTION REQUIRED -USE TERMINAL Cl KANOUT - 90UEL130W Ek W VERT. RISER PIPE USE 8" PIPE &FITTINGS FOR CLEANOUT LOCATED IN TIIE STREET V.C. PIPE TO 0" MAIN IN THE STREET, LENGTHS TO BE G.5' MAX. AND SLOPE E i/4" /FT. ( 2%) MIN. UNLESS 'TED OTHE-RWISE BY THE ENGINEER. 6" 6 FINISHED GRADE CLASS'A" CC, N C ENCASEMENT 6"P. V.C.P. EXIST. 4!" PIPE FT. a6 SECTION C -C CLEANOUT( IN-LINE SHOWN) DETAIL FOR CLEANOUT AND CONNECTIONTO EXIST "' G SYSTEM E3 DETAIL OF CURB INLET VwWX PLAIN CURB TYPE SCALE 3"_1'-0" R,J. 1k11,-Vk1k1A'T _j � N r- vl#� vt (oX K.J. 6' ?L*. NEL I -plictI E 0 0 CROSS SJ_OPE AS EC I fot� oe 117z� 0 PER CROSS 5 0 BARS 4'-O'LOI' j,7 jkvlou l.411'7 A ► '0 TOP OF GRATE A- A A It )k x IfK � %'T K.,J. v k%.,4 t TO BE USED WI,4ENCURS NLET 15 CONSTRUCTED WHERE NO 15 PROPOS ED _TA CuR8lfjG OF ANY I YPE EXISTS OR F1 F -F H Y f?,7 tt t , '}?` Iii PITCH 'I' PER FT A R- M B j CROSS c -t -OPE As 4 BARS 4 -0 -LONG PER CROSS SECTION z NO I- E, PLAN TOP OF GRATE- WIEN CATCH BA5JN 15 SET IN CONCRETE PAVEMENT yil£ !j'SjOPU or -4 It4f, 'TOP SURFACE S;4ALL FIF C1,1AHGED TO,MAIC14 ALi,"NiNG PAVEMENT PRSCAST C-OKX t4CONSTRUCTED RJ A LFIE Of -ro P T 0 BE USED wt4 114 CURB It JL_ E r Is CONS AL.TEPAIE CONSIRIUCTION WIrl,4 FkA-L PLAIN CoN,-REIE CUFjqrjG,rjoAEIE0 CC)rCRETE COPEIING.OR !IC441 CkJt(IB BACK 10 FW U SE 0 AT L.00 A T 104N 5 CL>Ftfivtrl HIGH ADJACE,til joE)(IsTiijG C01 PROPOSED -10R8 1-6�BARS 4-0"l Ot4G 7 It -67 — to* to- 2" C Q055 5LOPE 2' .1 DETAILS OF CURB ItAll ABOVE CLAS 5 'A' COPKF)EI E 4OkFRE') 114 PL ACF OR "PRECA:IT CONCRE TE U-4`11 Q CO 3 Lj to 12" 2` 1 _j IJ AAWI if 11 c E P Iii UI 4L E 55 5P[CFI-_ALt_Y 0170E1?E0 OTI,4ERMSE 01`400 IPAV- ELAAY I- -7;•2' ut IOU R V4 - cf:lo 7AAAelELED AREA50­3" covt-'� hod `Da 0 Pao ooy-5-: 000V CL w 01- �JAIIM HATS9:iAL- 7 _4 -7 6Au- 18 - -4 DAAtNAGE OPEN 4405 IN 4 WALL 5 AT On t"AEDIAT ELY ABOvE THIS �,�� \ � o � \� EL.EvAlION ail r 1x1 L) ,�; \� 4, a \ anICK, CLA55 -A•CCII-C"L Ift, > mAsoNn v CC* K RE 1 E Ut 111 ` 1 �\ III \ 114 SAP4()Y SOIL 5 APPLY DAMP N L 5 Wf4RE BRICK OQ MA50NAY PROOFING OtI 4 WAL CONCRETE Ufjj 1 5 ARE USED, IE ILA_ BE PER - 8 \\\���iCOROLLLING W OfIBCL TAD RMT T E 0 m" imUf.1 C 1ALI. IBE 3" NO PAGJF(-ttOIJ Sv 1XINDIN10DE Of LIMIT 11, Tr Lo OIf C-1 4 ------------ 0 4'- 4 CotjCf)ETE OR p ''CAST UNIT F, SE. B" [:7 tt SSC TIoN A—A P, I HE lop WHERE PRECAST CO"CPFIC UNIT IS USECJ`FC�rt �":JVTO,., OF TF—TE: N H OF, NIL OF THE UNIT SHALL 13E AT I CAST 6" UIELOW THE E0T T� A L 1Hf PIF,E OUTIC, �fjOKj JItE CATCli B1`4 TYPE IIjCII CATCH BASIN T -(//'v I / A! 0 U -5 ocmrMrzZ� t\ 1. ty"g cb I If -A 2 OWk-k5L-- 81r MW 8`4�44Y44)Z- 945 V-A azi v) I 110 V) C)N 4Ct 4-1 v 00 ci c") C) c 5, c) C 0 U 0 4 sis �Z c z co CC c uj (1) (D 2 c CE 4) ' 3: cz c N law= m FL T_ -IM )kjo, J?)j e c ct kj-) LJO 0c, 'o—w ct ;> r �J 1-7 T_ -IM )kjo, J?)j c T_ -IM )kjo, J?)j