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HomeMy WebLinkAbout009-86 WMW Investments - Shawnee District - BackfilePage is too large to OCR. �r RC't i:x1-5T M.N PrztrjGF`Cot�Uwt, D �tz�oTF_ Bov"oPaty �_ivje.� /R%tA=l105 5 `lax MAP- G4-R 1i bUs W , ` DG= IG-Z (44) W3 si G..� 1 KSEp N', HE T i >•/C- StoR�4L G5 lsv�%Atw GS`X f t o-5 so fig; /LPLA tpr i iozl W - ®/e tie Mhi 1P - J F'F Lj C7 -T/C. / Ll °P p1j.� f \ tit t1 ` 7 �0 100 t odrr�>� +�e u ©`o V - CD (D G 0 It Opp W-0 �.t.) 't Sv>lye SET ID /L. t,I., =� "T'ii;I~. RO%--rc ODD T/c r—_IwW_y = i0 _,CIRL SITE DP_...\/LCPW\ZNT ELRN ► hAF-ST W a 2 a "•4 r*#R S*e Not* ARl 7•• e d 4 A CG "6R REVERSED CURB A GUTTERT yplcw. 5 /G TA 7740AI 6Aoe#T14rA D46TWAL 2 WOOO PV .1 r,4K.E 1 �lvffN � O H ©ALE / `/2''ro z, ro CNft sv I03•2 5 / c OD; ,\oA1..+' s '•J CJ ��s �►a . �a � ways. t9 N 6 5 %tc, D Lo This area may be concrete - at the option of the contractor A 2"R A• 4.. to I A a.. . A A. .4 �. : 'A p' t :A: A, :A. a A •a .. AiThebottom of the curb and gutter may be constructed parallel to the slope of sub- S« 2._0" surface courses provided a minimum depth of 7" is maintained. This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 81 suburban areas. Note: Comb. curb A gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb Ell gutter. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. wN"t41r'ik,A t IiJPi REFERENCE COMBINATION 6" CURB & GUTTER 10504 VIRGNIA DEPARTMENT 502 #1 HIGHWAYS AND TRANSPORTATION 2GlIO3 Fim*_� H"fcamR" - Cl 0 1 Q C o ti )Te to V' O sue..,. NOTES: (1) EXACT LOCATION OF HIGH INTENSITY LIGHTS TO BE DETERMINED BY HARDEE's EQUIPTMENT DIVISION, LOCATIONS SHOWN ONLY APPROXIMATELY. (2) DRIVEWAY ENTRANCES TO MEET,THE FOLLOWING V.D.H. & T. STANDARDS. (A) 8" TYPE 21-A STONE. o (B) 4" B-3 BITUMINIOUS CONCRETE. (C) 2" S-5 SURFACE MATERIAL. (D) ALL CURB & GUTTER TO BE V.D.H. & T. TYPE C-G-6. (E) ENTRANCE TAPER TO BE 3/41' PER. FOOT FOR 8-FEET. (F) 3/4" FALL IN 8 FEET ON THE CURB & GUTTER. (G) DITCH BETWEEN THE EDGE Of THE PROPERTY & THE EDGE OF THE ROAD, ON TULANE DRIVE, TO BE PAVED WITH 1" OF V.D.H. & T. S-5 MATERIAL. (3) FIRE HYDRANT MUST BE LOCATED SO AS TO BE ACCESIABLE TO ALL POINTS OF THE STRUCTURE. 300 FEET MAX. DISTANCE FROM STRUCTURE. (4) SCREENING AT REAR PROPERTY LINE MAY BE VEGITATION OR 8-FOOT ASlit . HIGH WOODEN FENCE, DEPENDING ON COUNTY AND ADJOINING PROPERTY nvOWNERS WISHES. (5) STANDARD SOIL & EROSION CONTROL DETAIL SHOWN. (6) ALL ACCESS LANES ( DRIVING AREAS ) MUST BE A MIN. OF 24-FEET WIDE. ALL PARKING SPACES TO BE A MIN. OF 10-FEET BY 20-FEET. (7) FILL UNDER STRUCTURE 95% COMPACTION -MODIFIED PROCTOR. (8) FILL UNDER PARKING AREAS 85% COMPACTION -STANDARD PROCTOR. (9) CONTRACTOR RESPONSIBLE FOR VARIFICATION OF ALL UNDERGROUND UTILITIES & PIPING. (10) OWNER IS RESPONSIBLE FOR ALL PERMITS & REMOVAIL OR RELOCATION OF ALL POWER, TELEPHONE, WATER & SEWER LINES, i a c G� i STANDARD ENTRANCE DESIGNS ALONG HIGHWAYS WITH SHOULDERS MULTIPLE ENTRANCES WITH RIGHT TURN AND ACCELERATION LANES WITH TAPERS EDGE OF PIUEMENT— SHOPPING CENTER ENTRANCES o A� i TI o c-•i .'601= = = E f 1 EDGE of PAVE► ENTI r C. will, Ir CENT"IFICAT'E No. 54-17.3 (a) 01058 �"7'Ep :J►'�10 QtA I.45 198G l] Page is too large to OCR. T 1i;r t y Rs P�v2V.Q-K.­It c,. CoMM. IP—►JT. ST I,NC�-RV_c3S �., i... . • d aF R RN --_Fa Q N 1 S 1.442 FCC �� Q E��TE�� Boue,�o�►�Y 1....i���. Fps �s�r. BY OTIAEE-Rs 05- GC) 7 PC'5r- O� i PA�G�1_-1 TOTAL_ PRRXI'v3G 50-RJTO P�,R.F_=R ON:- PRdPGSED + 2,-'T'v_vc-u 8c- b ,-) 5 R-E5'T`. = 3)7 N sgaFT. + I - MRrJRGER GAT Q' �5.-Ol;= I Z (5-3 TOTA� . SIZE = 4V XSI) ... _. l� A i"' C'1 i_I is 1 C C 75 T/L T Yam& 61 j. TA T/ON 6ARRIER DET.�4/L 2 W000EN STAKES' DRlvEN r1y'AG1U01'1 _F.00H e►.4 LE / %2 'ro 2' /N W 6At'04-IND EXI-5T M,N fPR IN GE`j'O� DR. 41 R; M-^�=10 5 w ZU`i ..L_/1 0 04 0 3 E� to in QQ QQ `^ \OV` C� EY. I ST. IDF5It Fr_ �T;�� �� �� Tr,-, o�E Eclo `' N F�sStaM�;� PR.O POSE-L H ARDEe 1'5 NAWtiEE-7 MRG- 0^k5 T - PW_t_=-v iCu C0 Va. W i wj CNF.<5TV_= , YID. 22 C001 I 1,vl )1t r____�1_ -No SC,4LE See Note A � 1 �2•. I"R 4 �' i 41 `1 A '� 4 / 9 . d o ► a a. e 7"j i G -- CG -6R REVERSED CURB & GUTTER ,, ss 0. �7 El O AO?- E tJl' c� \ —�\0'? a � t No I REFERENCE 105.04 502 EDGE OF PAVEMENT SINGLE TWO-WAY ENTRANCE WITH RIGHT TURN AND ACCELERATION LANES WITH TAPERS c 0 — w -- Ri W I S ' S. I ui D C i �y / r T ! G. EDGE OF ftVEMENT. Q-R This area may be concrete -a at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban & suburban areas. `� T c 'PS Ut tra Rs CIviDTH YA�i��•`) f•Q.1.1 ;- �o*AI tO TFa�JZJR6Z05 NOTES: w (1) EXACT LOCATION OF HIGH INTENSITY LIGHTS TO BE DETERMINED BY HARDEE's EQUIPTMENT DIVISION, LOCATIONS SHOWN ONLY APPROXIMATELY. R!W (2) DRIVEWAY ENTRANCES TO MEET THE FOLLOWING V.D.H. & T. STANDARDS. (A) 8" TYPE 21-A STONE. o --+ c--I ti,d = (B) 4" B-3 BITUMINIOUS CONCRETE. (C) 2" S-5 SURFACE MATERIAL. (D) ALL CURB & GUTTER TO B$?V.D.H. & T. TYPE C-G-6. (E) ENTRANCE TAPER TO BE 3/4" PER. FOOT FOR 8-FEET. (F) 3/4" FALL IN 8 FEET ON THE CURB & GUTTER. (G) DITCH BETWEElV THE EDGE OF THE PROPERTY & THE EDGE OF THE ROAD, ON TULANE DRIVE, TO BE PAVED WITH 1" OF V.D.H. & T. S-5 MATERIAL. (3) FIRE HYDRANT MUST BE LOCATED SO AS TO BE ACCESIABLE TO ALL POINTS OF THE STRUCTURE. 300 FEET MAX. DISTANCE FROM STRUCTURE. (4) SCREENING AT REAR PROPERTY i..NE MAY BE VEGITATION OR 8-FOOT HIGH WOODEN FENCE, DEPENDIN( ON COUNTY AND ADJOINING PROPERTY OWNERS WISHES. (5) STANDARD SOIL & EROSION CON'IkOL DETAIL SHOWN. (6) ALL ACCESS LANES ( DRIVING AR>>6AS ) MUST BE A MIN. OF 24-FEET WIDE. ALL PARKING SPACES TO BE A 1111111. OF 10-FEET BY 20-FEET. (7) FILL UNDER STRUCTURE 95% CO +1'TION -MODIFIED PROCTOR. (8) FILL UNDER PARKING AREAS 8Sl CclPACTION-STANDARD PROCTOR. (9) CONTRACTOR RESPONSIBLE FOR VA&IFICATION OF ALL UNDERGROUND UTILITIES & PIPING. (10) OWNER IS RESPONSIBLE YO * P"'MiTS & REMOVAL OR RELOCATION OF ALL POWER, TELEP SEWER LINES. ti The bottom of the curb and ��9utter may be constructed parallel to the slope of sub- surface courses provided a minimum depth of 7" is maintained. Note: Comb. curb 8 gutter having a radus of 300' or less (along face of cub) shod be paid for as radial combination curb 8 gutter. This item may be precast or cost in place. Concrete to be Class A3 if cost in ploce, 4000 PSI if precast. COMBINATION 611 CURB & GUTTER VIRG NIA DEPARTMENT rt— - Aivy'C110, 1OF �kz._bq , a C. RINKER, y O CERTIFICATE No. V 54-17.3 (a) 01058 FD U1N STANDARD ENTRANCE DESIGNS ALONG HIGHWAYS WITH SHOULDERS MULTIPLE ENTRANCES WITH RIGHT TURN AND ACCELERATION LANES WITH TAPERS u Y EDGE of MtEMENT Rev K 30 % MSG Q_*%R- SHOPPING CENTER ENTRANCES II 0 C J S / Gr �_— EDGE OF PAVEMENT f 11 " . • bm ■ }Ol may. Y ' a•' CWolof Toftk INT cantAt WT yy Pl f k. Awof�eritar tie rlyum lAr l &h LOCAi! nr t AP . re 0 00 *01