Loading...
HomeMy WebLinkAboutSD-270-1-3vol 3 R = 36.09' R =25,00' �i \ L =36.09' O yi,` p^D A NOTE: Ls >. _-- _=mac-` �• s�,-'� , v roe p p -- Q3_�,.= y 3t 2p ` p �zc " Q REFER S TO PIPE NO. ON DRAINAGE CALCULATION S. R =25.OV �r� c.�._wA� ° I-=34. 4' /25 X ,-��$ ' r0. +�'x r E 1 �o� FOR BENCH MARKS SEE SHEET 1 OF 6 T= :83 i3 , rES h ALL WATER MAINS TO BE CLASS 150 d 79 °- 36' -46 L_267.52 1 -8,k 6 "TEE V�`` �s � o �? Qp ALL WATER MAIN FITTINGS TO BE CLASS y I -6 GATE ?< \ Q P aj °1 \ SS 250 e \ ° \C% C,ORP T `� tip A, ALL SEWER PIPES TO BE CLASS 2400. zo Fo y p� X20 - C 2 v 6 �O C LO .g 35 ti 94LFOC'p . R =25.00'C DRAIN ` % ' • N�4\Xl ONS 22 3s'- �� TYPICAL CROSS SECTION 8 x 1 L =41,69 ERV 4" I© NOT TO SCALE s T= 27.54' N Eqg \ z' -o °RADIUS CURB 6 AT CONNECT BY GRAVITY TO OG Fp SLOPED GRANITE CURBING 3 +19.68 WOODPARK CIR. IF REQUIRED AT CURB _- -- _ EXISTING PUBLIC SEWER = 32 +20.02 WOODPARK CIR. �!� u' >k 1 < n \!O' I VARIES AT CONNESTOGA ROAD:' O ° T TAPPING SLEEVE 8 GATE sii� 6 F Tk o \ \ ' / ✓ I IAN NN To XIST.lO' C.1. � �� 6>� � - _ 1 l 1< � 3/e "PER I' yQSc s�•� / POLE i ` °� I MIN SLOPE 1408•88 !WOODPARK cm O 0° 6 p 8 \ ( PAVEMENT 3" 4' AOL td =S5 +S – FO 00 ' 3�\ ` , \� WALK i +� IIo I W -coil 3 I DRIVEWAY APRON _ _ 509 w000 ST. I ''' t�c L-185.45 ° m ; f \ 'Q,. �,,qSE�' + ,�, dpa �J°l O -tom— HOLE IN vi —�-}- \ ' i. i i GRASS 12" GRAVEL S ?O, iC 7 +35 0 d �,a�o, v M �6� ��UND c `\ y/� \�h' �/ 12 'EDGE E ° r BERM IMIN_3(d_VL 7�R l Q EOGE� p I OF `Q L`2 %3 `L� BERM j. 59' T =188• s' a' i2' 12' 13 TYPICAL BITUMINOUS BERM TYPICAL CROSS - SECTION Op 70 FOOT DIVIDED ST, STATION Ipj �t50 a: I' or SECTION THRU �y 0+40- 2+80 \ O n !w-4° 3 J'w ¢ DRIVEWAY APRONFI°o F�2 3/8 PE (SLOPE r ° � w� 1 x w Iw „ w a CURB INLET SET 0 w z MAX. SLOPE m {z2z1 BIT. �'`a o BACK FROM GUTTER'N I y2" Bit a 3!8 °PER 1' MIN. A O OF LOAM � CONC. GRASs_4 w 'i2" PE U. SURFACE c° _ SLOPE �� WALK 4 "LOAM 3!8 "PER. I' SLOPE d LOAM �-O� ` I 2 -GRAVz LOS PER t SLOPE 8 8 GRAVEL i 4 LOAM t� RICK AS 1/2 IT IND I/ Y o z 12" GRAVEL EFAED 12" GRAVEL _ rr 2215 BITUM CONC. 2x15 BRUM. CONC, i ° IGRAVEL� \ i2 ' MINCiRAVi L 12 °'M(N GRAV& ', ' � m �j – —` to GAS MAIN g m O _ MIN:B "Ca.I HYDRANTS. AND UTILITY POLES TO IL (� WATER BE LOCATED HALFWAY BETWEEN THE g VARIES MAIN I ' 5' 4.5' 22' ROADWAY 10'GRASS , 22' ROADWAY 4.5' EDGE OF ROADWAY AND A LINE 5 -0 WALK GRASS GRANITE CURBING GRANITE CURBING GRASS LEFT SIDELINE -- _____ -_- - -_- 8" Iio fi*i_ 5' -O" IN FROM EXTERIOR LINE OF STREET I DRAINAGE KEY CENTERLINE F°, q BRICK INVERT 70 RIGHT OF WAY - �� " C.B. RIGHT SIDELINE _ __ DRAIN CATCH BASIN I. 4 T09 -0 DEEP NOT APPLICABLE (CLASS 31 s " BELOW s' -o" "� L D.M.H. R C _DRAIN HDW: GROUT -- , -4 � to SIDELINE KEY �+ 81 SIZE NOTED OPEN DITCH + SEWER MANHOLE O N O Fi in + GRANITE CURB ti OD DD °�° M INLET - CD 8 cr J _ Z It Ot WOOtX? OD 00 I = OD� V)ZZ re) M.ai M d' O 8 a n_ o a, It OD OD ° u m u. ,.� It u ° o OD 00 ? IY J Ix Z Z g Z In N -- oio > �ZZ gz g> Vizz g „. -. N – N Q' U. �, – c Z. i t00 tM o m = = a _ u3 i Ic If) In It — 000 - - - - -- — a + � } m� aD LQ 1n Q o N it r• tD O J 12` R.C.P. N N CD W � tU L- ~ n " "' / _ 12" R.C.P. AT 1.25% 1 ______j 8 AG.SEW RAT 0.40% CD 0 I- O 1_ „ u _ > 2 Z / u AT 1. 5°!o SEWER AT 1.24/0 0) o n, ,,. ° V) to O: Z z - / ° 15 12 R.C.P. 1.25 8 AC• m O > g > j / AT 1.25 !o SEWE AT 0 3 z Z Z _? Z o I5 "R.C.P. 8 AC 0 12 R. O m o MNm 12'RG.. T3. 4 ATl2 ?5 °Jo A.C. SEWER FAT;I.25% uj L) 4 I,7g °10 i O CO \ 0 N C. SE ER A 05 vi ti N 0�0 _ -_\ 8 A O 0 Oi OD � / m OD - yz �> T E� _ Z G to N OD fl- 361, R.C.P. AT 0. I% I7 g ! it 70:40° 8 7,C • -SE ER -AT Z g +50 10+0 10 +50 11 +0 $ A:C. SEWER 8 A. C SEWER AT 150' 0:40 °10 V. C. ti 00 ,ul 0) M r__ to O� rn m BASE= T 17000 T m 0' 0' it 70:40° 8 7,C • -SE ER -AT Z g +50 10+0 10 +50 11 +0 $ A:C. SEWER it m� e �8 WOODPARK ESTATES I, A. J. LANE LEXINGTON MASS. 20d V.C. -, �� ,� F00 V. C. CONSTRUCT I O N Ito M � CORP. PLAN AND PROFILE OF M = N? WOODPARK CIRCLE ! o O O? 00 1-0 w r- in O� 0) to M O? N O �, In o c O GD t` m h> o Z I- N Oq I. t- 00 Mil) o CO 00 O O o co OtO O o .n N o N :D �, N to o M O) to Q V o rn t. t� o STATION Ot0 TO STATION I I+O) ao a) ti 1� cp ti ff r cO t; cD v 0 r� � r` !. m cp' DD 0 hlr 1, N O 0 CD - O N 00 OD rn O OD O 00 B c0 �n S E =OD 00 160,00 cn co O OD I- U) ti O OD m N ti oD OD ti O OD CD of co OD CU O of 0) c N ai 0) OD t�) 0 D) tri — ,� ` ', 0) ` " -- -- - -- - -- - - -- -- ,," -40' RIZ.SCAL = H 0 E' I .., 0 +50 1 +0 1 +50 2+0 - 2 +50 3+0 3 +50 4 +0 4E +50 5 +0 5+50 6 +0 6 +50 7 +0 7 +50 8+0 8+50 9+0 9 +50 V ERT. SCALE: I" =- 41 .; AIN, CO'LBURN ENGINEERING 1, Sr ' 454 MAIN STREET HUDSON, MASS. -. JULY 31 1 9741REVISED SHEE T 3 OF 6 (REVISED I0/4I74) SUBDI'VISION (REVISED 5/14/75) 302 -8 (REVISED 6AV75)