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Figure 5 - Grading and Drainage Plan
<br /> 1 1 2 I a I 4 I 5 I 5 I 7 8 I _ I II I 1, 1 13 I 1, 18 I 17 I
<br /> GRADING NOTES STORM DRAINAGE NOTES
<br /> 1. 11E DSfN SHOWN IS BASED 190N TIE ENGINEERS UNDERSTANDING OF THE ., - r''''.1
<br /> I ? SEE SHEET 127
<br /> A DOSING CONOIIITNS. THE PLAN DOES NOT REPRESENT A D€TAILED FELD
<br /> Sl1RWE0.. DE COSTING CONDITIONS SHOWN ON 1H5 PLAN SHEET ARE mew �i '': +w�
<br /> f j � 6"` STRUCTURE SCHEDULE PIPE 5CLN6IH
<br /> UPON THE 9.NTEY PREPARED BY PACE ENGINEERS,BATED FEBRUARY 2011.
<br /> TIE CONTRACTOR IS RESPONSIBLE FOR 541UF11NG FELD CONDITIONS PRIOR ID 1 i ,�. . P2 _ Du TYPE RIM E(OUT) PPE 11NANEIER(IN) LLNG IH SORE Min
<br /> BIDDING THE PROPOSED 91EAORX IMPROVEMENTS. IF CONFLICTS ARE
<br /> DISCOVERED.THE CONTRACTOR SHALL NOTIFY THE OWNER MICR 10 l `f ``• j I Of EMT C➢ 519.0(EX) 5775 11 12 35 .005
<br /> INSTALLATION OF ANY PORRON OF THE SITEWORN WHICH WOULD BE AFFECTED. ;" _ -- a:.,arcnr f 3 ._ j 515.5 EN(E) I2 51 .506
<br /> P CONTRACTOR THIS NOT ACCEPT EXISTING SURVEY,INCWDINC050 TOPOGRAPHYNT/9 --- ..r •
<br /> ++c [_ �'ra"ra+sf RQORERY <>^-.• ` ! - O2 DISI 18 519.1 )Slfi3 IX
<br /> AS SHOWN 04 111E BANS,K7HNAIT EXCEPTION,HE SHALL HAVE MADE,AT HIS - _ WP xt LEST CO 514.3 IXfill © 24 54 .005
<br /> OM EXPENSE,A TOPOGRAPHIC SURVEY 5Y A REISSILHFD LANG SURVEYOR ^ ----"i ,,,,,,,,i-,6,-...-_-, --- 6..T -
<br /> B AND SUBMIT I7 TO DIE OYMER FOR REVIEW. ` M.,"! - 03 (M HE 519.6 5183 EX(E) ® 24 65 .005
<br /> � `� -- .., _ REMOVED) 5114'C((5) Q
<br /> 2. CONTRACTOR IS RESP0NSIELE FCR 06505AON OF EXISTING STRUCTURES I " �Q\ 10 -'Ar 1 - •y,+ -�•- I 511'5 IX(SN) 5 24 62 .005
<br /> INCLUDING REMOVAL OF ANY EXISM NG MIMES SERVING THE STRUCTURE .. -Tl-1 •A i �., �' �'>`�" .- 4� 561ST.® 517.6 511.4 EX(NE) 1 24 36 .00.5
<br /> - MITES ME TO BE REMOYTB TO HE RIGHT-OF-WAY. 'Ic�p 99pEffi'� m 0 --REFUCE.t74 gyB ti "'=4 t 'moi / St1.4(Sti'1 4}"tTp.
<br /> 1 CAUTION-NOTICE TO CONTRACTOR �N. +)', -I� e: TWE 1®• >.i4 SCA ,,,,,N, \ �}`�74- R Y3 - - 5 ETIIST L8 518.61 510.7FiC © NE AT 8015 59 .00fi
<br /> Of 601115ACRM IS SPEOR(:ALLY CAU110NFD AT THE LOCATION AND/OR 111 '7' I • P L; a \ �"v.'or's t.1.-St I. '�, x i! �- 513.6(� 12 49 _O8
<br /> / '1 >P x X1.5 �., I �. V. - 510.1 IX(NW)
<br /> ELEVATION OF ENSRNG 1B7LIIIES AS SHOWN ON THESE PLANS 6 BASED ON T .y„., - .x _ t�Fl� 1 2 510.J FJO(ME) ® 12 25 .006
<br /> RECORDS OF TIE VARIOUS WITTY COASPANIS AND.WHERE P655BLE i`,�r W...,-"I V',ill 3014>P CER - i fi 661ST FCS 521.5
<br /> C NEASURENENTS WEN IN THE FEND.TIE INFORMATION IS NOT BE 661X0 ON �2 :/ y a . T . 5102 ES(S'A} ® 12 5 AI2
<br /> _ �mHdrt Ij4► w<�'" ? A4 A' =� 5185(E)j
<br /> AS BONG DACE OR COMPLETE THE CONTRACTOR SLOT CALL IFIL `S1.2.M kX(E
<br /> APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION ,. > 1 A '1 la' _ _ __� , - 21 12 65 20 .015
<br /> EXPANSION #3053-�0 �:; - •�+► -z �"" Q FJCISF Cl s21.D(9.X7 o EX(sNF1 ® 12 ze .nDs
<br /> TO REQUEST COLT RECD LOCATION OF URIIIE& IT SHALL BE THE _ - t
<br /> RESPONSBUTY OF ME O'NIRACI0R TO RELOCATE ALL RISING OWES v,: C 911 fR�IO _ = l - j �f "'!
<br /> - MTN31 CONFUCT 1MTH TFE PROPOSED NAPROVEIQYTS SHOWRJ TXN TLESE PIANS." iAl EGR6S EXISTING-71,315 SF _ . I I i TYPE I l9 519.7 515.6 ® 12 4 .005
<br /> SAD P; ...v.„.1 ;m1:>P STARS,REF. EXPANSION=19,662 ff -If z�� �✓ 61 TYPE I CB 521.3 SIS4 ® 12 PES 60 .010
<br /> 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER DE BC CODE AND so,,ss R imi Tp _ ARCH PLANS PRtPOSEO TOTAL=90.➢77 SF 'F'7�' 14 , _ x "_ 1
<br /> APPI.ICA81.E LOCAL RETXXAADON. NL LUT AND FILL SLOPES SHALL BE 3:1(R J 1 t ,57171P FFE=523.8 i .,. ��... Tr. EY TYPE 1 CB 519.9 515.1 ® 6 PENS 40 .005
<br /> FLATTER UNLESS 51160MSE NOTED. I I ' "/'. S "Tt1 `~ TYPE I CO 520.3 514.7 ® IS 3 .033
<br /> D 5. EXISTING GRACE CONTOUR INTERVALS SHOWN AT I FOOT. ROOF DRAIN �_ '/T ? f. Et! TYPE I CB 520.1 514.3 31 15 PERF 54 .005
<br /> CONN SEE �iiEEI,,,F((j���-TTT .
<br /> 6 PROPOSED GRADE CONTOURS INTERVALS SHOWN AT 1 FOOT. ARCH PLANS ^ Ii 52LJ 7P . D BRE + , / TYPE N CO 5200 514.0 ® 18 PERF 140 .005
<br /> 7. THE CONTRACTOR SHALL ADHERE TO ALL TERNS AND CONDITIONS AS OUTLINEDEr ry A� / SSTs Tr s' ,...a 4A.� 6.17D SF y,'. 1 j TYPE I CB 520.4 513.8
<br /> IN THE EPA OR APPUCJJT 0 STATE GENERAL N.PAES.PERMIT FON STORM E I ® .Abs-ii OF 61515 ELEVATION :. .. - a. �s r1,jt ''. :`'f / TYPE Y CO 521.8 513.4 EX.DETEM P [)ULE
<br /> St5TIRX 55101 EDis11NG TCP ■■
<br /> WATER D/SCHMGE ASSOOAIED INTH CONSTRUCTION ACTIVIDES AND THE XTti m
<br /> f I PATCH 510511N0 IDP Q' PIPE I CO 520.7 577.7
<br /> SPECIAL MONK SECTION L ENNRONIENTAL COMPLIANCE AND I n- / EXISTING NEW
<br /> STORMYPAIER PCILU110N FREVFN RON/UI t'R. I
<br /> vi.r NRB ELEVATION ..,s .Y :._ i( "9.1 �n4:.4 tl 7./ .//
<br /> �, !'{i �J TYPE I CA 518.8 576.8 PPE/NAUEIW(W)LLNGTH(F� LENGTH(E.7)
<br /> E 8. CONTRACTOR SHALL ADJJST ANO/Ofl CUT EXISORC PAVEMENT AS NECESSARY u' Siifl"RF"�S. • r i' 1 38 3R y1
<br /> TYPE 1 CR 5199 516.6 O
<br /> TO ASSURE A SMOOTH FR AND ONTWUDUS GRAS •- E N 5165
<br /> �� - /:_' 4 - __, dl.., !::. `_ • �J,t/hY © SIE sIOY RIR 513.2 E OUT 514.2 p 72 202 UNCHANGED
<br /> 9. CONTRACTOR SHALL ASSURE POSBVE DRAINAGE AWAY FROM BUILDINGS FOR �. ,•• � .I 1 J�
<br /> ALL NATURAL AND PALED AREAS AND SHALL MADE ALL AREAS TO PRECLUDE.__ .-. _../•-•••--
<br /> ci4�. I j fall'•t„t t M f /,,,,/ C Y rya U 0 519.3 5163 O3 54 329 UNCHANGED
<br /> - ROBING.CF NATER. - ■ ry, � 4 4,Z ' .UXI ma • 'f .♦. l I,•% TWE 119 521.0 516.0 p 65 269 UNCHANGED
<br /> •
<br /> 10. ALL UNSINFACED AREAS OSRMBEO BY GRADING OPERATION SHALL RECEDE 4 • ; 1 Ems' �yv. -- ' Milli " i / / tp 5161 E IN 514.3 5 84 95 1NDUNDED
<br /> ` `1'T.! '' -. /` , 1 ars+ral,FR F InT 5721
<br /> SLOPES
<br /> ES CF TOPSOIL CONTRACTOR SHALL APPLY STABI11ZA DIST FABRIC TO All ` 1 N • s7Lr. Y , 58. ,; _„_�m4 •. 79 / , ®F TYPE I C8 517.4 514.9
<br /> St t7PFe 3FE IV OR STEEPER CONTRACTOR SCALL STA6UZE DISTURBED AREAS _ 'i'S'y •4m ���� ,�yl'p].4 r r ,. VLA..!T- ) 'a ,j��f � 514.1(*7 EX.STRUCTURE INFORMATION
<br /> F. MIH)OF GRASSW ACCORDANCE NTH LOCAL SPECIFICATION MIL A HEALTHY .p l�.l til _ - 1`�_ 5j3¢ f r, ' ® TYPE-0U. DESORPTION OF YO010650 2 NEEDED
<br /> E.' 1 ati 714E I D 521.7
<br /> SGNA OF IS MIMED. "y - •z-EXPRSE�1c G t .. c-•:aNF i /1 517.6 Do
<br /> 11. CONSTRUCTION SHALL COMPLY MTH ALL APPLICABLE 00011 UNG CORES AND kR -11•' �� ~ .OJT M11 f '&1 'u,. �. _so P: : f f, 11}9.1 O 5205 517.9
<br /> BE CONSTRUCTED TO SAME ■ 1` I., _• .J - ''\ 'To } ( I► 7! if/ - MEI O 520.4 5186 RAISE 70 PROPOSED GRADE.CONTRACTOR 10
<br /> @ \ 'KID NEW END -� FDR ADA AREA - I 1' O • /.
<br /> 11 7 I a y . © 1-72" HNROUCNLY CLEAN INTERNAL CONP(NENTS.
<br /> 12 FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFERTO PROJECT SURVEY. '.r 1 �,7t_, \ \ -- _ r,ylI O}�1 r0 q t 9.9515 518.0 5186 EX ONNECI NEW b'PERF PIPE
<br /> / "� F '+ 5153 IX £AAmER 7O NW QUADRANT.IAIRII'UCE TDP
<br /> •
<br /> •
<br /> 13. THE 3'0T ELEVATIONS INDICATED ON THIS PIAN REPRESENT THE 061CN TOP IT I PIPE
<br /> -' �14t _..- 4 s "1'il I I - / • "'s''c. 5153 EX((4�
<br /> E WAIL MC
<br /> OF PAVEMENT.UNLESS OTHERYISE NOTED. 1, ~\qp•. -"Tt4 I>I�'p�` �,: ' / j ,' � 4OF E7fIST CB 5225 515.7 EX(N) $O N-7Y
<br /> M > ' I RUIN IF NEEDED.CONNECT NEW it PERF 110
<br /> 14. ALL POUDTANTS OTHER 11-IAN SEDNENT 136 -DURING CONSTRUCTION .a ` f Y- -KR-_ ,,,„La..9----'''s
<br /> ,I t9 J2,p 5 'IL' 7/ ,/ EXIST MH 5225 DI 515.1 EX -2AI%TO FHPOSD CRATE.REPLACE OOP STAB.
<br /> GSHALL 911 HANDLED AND DISPOSED OF INA MANNER THAT DOES NOT CAUSE r _ S. " 1O-S6_® M ?f�`' /i/ - ; 4 R-4e k 3'PRE-CAST 201011 SECTION TO INSTALL
<br /> Q�(4' - - m } 11 .{ EAST NH 521-9 EX 515-I EX
<br /> COXTAMINARON OF 505 AS
<br /> 0311. AHE CONTRACTOR SHALL ADHERE 1D ALL >(E - 5197_ 6.11111 2 VO�,E7 }.1' , © I I 8,2' J! f / ® 61 IX OW 17'PIPE. RFINSTAI L LADDER
<br /> RIMS AND CONDITIONS AS OUTLINED IN THE.GENETRAL-NPD.ES.PERMIT FOR 1 f' 0 g TIAL 2 15A1F ,ate+.- `s(y p / ! MST NH 924.19 EX
<br /> STORMWATER SSCHMCE ASSOCIATED WITH CONSTRUC110N ACTIVITIES. -\ : Si!X \ snp- - NEW E(E)5135 HII �' '3 IF.M' / / ! 5127IX i5E
<br /> - •? '-' =0171r516.-1 /' 2 Z ,y* ry J i 5121 EX ISM
<br /> 1S PROPERTIES AND WATERWAYS DOWNSTREAM GE THE SIZE SHALL BE PROTECTED -., g © P J/J , i EAST NH 52418 IX 5125 EX(NE)
<br /> FROM FRW ON SUE 10 INCREASES IN THE VOLUME,VELOCITY AND PEND FLOW , I - :w \ � � f6/
<br /> Tom`` ♦: / 5125 EX{N%'}
<br /> RATE Of SfORMWATER RIMCPT FROM PROECT S7E. ..MQ 'r re..e+u taA F-I , 5 e f r ' -y1Up 6
<br /> 17. SLOPE W ALL MA PARKING AHEM NOT 10 EXCEED Z%W ANY 51066005. Y, 1.O in I 1 `�0 t-. �C29Y 4 t .•;-1. .\r/.1/ J r TIERCE O.X15151516.001501 Ex 45115
<br /> H IN 1 .s. ' y �, ,. I , �,p 7 • ` -4065 5w ram 5 91 0 05 6 51
<br /> �4af/11.. rmi _ t"s
<br /> li ' 'n fir• I'- '�. "m'tv---'r sySr '/, /'''' LEGEND E -. o, �' Z,',P C r 319➢r ` T F'*£,�A `� 6P 65- / / /
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<br /> -s 1 7 •2_. y y ��lp� (5,- / t11>-
<br /> n ..- d> t < , !•1181 / FINISHED ELDER ELEVATION FTE
<br /> .. . �, �� ', ' � . I �Lb/, . EX CONTOUR
<br /> R REPLACE EX ■ w a
<br /> 2i I TYPE 1 CB / \` I � _,./; .‘F'. .•.... �� f, . llz Y_ / 'ill PROPOSED CONTOUR - OOP O DAB TC.
<br /> >,� .:.,- V/� /`J ' ... \ / 9 _/
<br /> �] PROPOSED OVERLAY CONTOUR 322
<br /> Vv OOP OF PAVEMENT TP
<br /> o - .,. I ti :. % , V frl.,• / ,, ', I -.A s/ / SPOT ELEVADCN ',SEW HICIT POINT HP
<br /> ,� '.`/C% ,f y� r r • 4 t'O'0"' SI/MAIMIiprIfiwv.ip TYPE I ChTCH BASIN - Low POINT LP
<br /> r /' / y¢' •/�' ! , I©®®TAPE I CATCH BASIN
<br /> r Al.� !///> /p 811 d OENSOJT TO GRADE •
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<br /> 55 / PEIa_ORMED SODRU TITIAN PPE -1� - NOT FOR CONY I HUC I VVI\
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<br /> B/6J2O3 ��� , , STORE+30 -00 GRADING PLAN C-2.0
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