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Home My Public Portal AboutPlot Plan updated 7-17-2018b"' p_1 CC y V M A P3A A A M h A N N W POINT 28.61 I I I I o I I I 1 I I 1 1,75 I I I I I I T I F I 3 x I 1 / / / I i- EXIST CONC. RE WALL / GRADE / / z !\\ / i / / EXIST S 0 BASELINE 2 START i 40 39 38 37 36 35 34 33 32 31 30 29 START BASELINE 4 ):e2— _ ,UP 5 30. = 28x2 _ N0653'14'W SF.9 50.19 J — --- — — $ 2I I1 L ._ 29 2 EL=30.2 30.7 _0<6 GW 3 3b:1— - 3759_ _ 32 - � \ 327.8 _3 3s__________37;:______________.z_____4:, � 54 \ -...Q \ \ 3057 �'r 0 .49, 312.0 i - 355] N N. 1x3 \ \ \ \ \ -S SHIP _ 40,57 Ji rU, 32x37 CO cps R=33.09 END IL 2+44 40 39 38 37 36 35 34 33 32 31 30 29 28 MASMUM ELEVATION DIFFERENTIAL = 3.1' EXIST GRADE HIGH POINT 31.7 -� --------------- r LOW POINT 28.6 35 CONCRETE WA1K 504'S5'47 E75'59 NO2128'sg Ei°5 15 31.50/ a, A=35,609 S.F. PROPOSED BOIL PING ,SYAB;EL =87.00 3443 111""lAbft- 33%2 35, 3547 / 3541 I ] '419 GRAN. 988 :6549 STAR'T;,8es§:Et E101 CICL IY:TER 39 29X6 X59 280 3316 X7 \N 3241\ \_ IN \ 3 7P-4\ \ EL -32.3 \� N \ , , GW= xNONE j/ N NN o 3247 36.6\ NIIII\ I :vE-- 0+30 3✓1 .m / / / VEL/N36.8 ONE - -3 i / / 39,6 / h / 37%4 / / / / / 19162 39 /EL=37.4 20 5x 7P=20.NE / I 'S� // 37" 1 \ III ;5 ' / / 36' 8871 0: / 39%3 AT. SP„ - - / 565 8=140.10 L=12.15' 1 D E 30.5 8137.903 0 12 955111 I DI 9' c D E __ 1=27.59 0' 905 C j x99 1 I i >9'tr� '6%89\ c lSV % F,a '3%� V CONCRETE WALK at'!G orG 5GG 3 L -- 0, 37%99 START IL 40 39 38 37 36 35 34 33 32 31 30 29 28 0 SCALE: 1" = 20' 0 10 20 40 80 C END It 1+48 40 39 38 37 36 II EXIST CONC. REDWING WALL OH POINT 38.3 E OD/ANON EXIST GRADE LOW POINT .33.6 0+30 0+60 BASELINE 1 0+90 1+20 35 34 33 32 31 30 29 1+5028 +508 N/' 92-94 ELM S- 0+60 4S4, \ \ 0+90 .T \ /O 1 %9 y \ 31%9 'S 2 10 1+20 BASELINE 4 1+50 1+80 2+10 2+40 IS 37297 © MCKENZE ENGINEERING GROUP, INC. 2-; 1 m 1 0 F ¢ 1 a1 1 MCKENZIEMila ENGINEERING GROUP Assmypi 015= Park 150 Loogwa:al Drive, slits 101 Norwell, MA 02061 P: 781.7923900 F: 8 88081.7920333 .R1dren9. SITE DEVELOPMENT PLAN (ASSESSOR'S PARCEL ID NO. 1238 3 0) 80 ELM STREET WATERTOWN, MASSACHUSETTS PROFESSIONAL ENGINEER: X17 4 0 rSTEP 41. OWNER: 80 Elm Street, LLC 26 Elm Street Quincy, Massachusetts 02169 PERMIT PLAN SET DRAWN BY: AJC DESIGNED BY: AJC CHECKED BY: 5&S APPROVED BY: 13CM DATE: JULY 9, 2018 SCALE: 1'=20' PROJECT NO.: 216-172 DWG. TITLE PROPERTY LINE ELEVATIONS/ SECTIONS DWG. NO: EX -1 ILVECVOIS FOGOW ]IS-Ifl\50\o.1r 9¢R\A%]19a.5G4F81SM W P6-173 rA 99 (TWIG