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HomeMy WebLinkAboutSD-476-Utility AsbuiltSB X -CI B3r) -Z 21 4 F-pt Wide Fb8t Path >® < \ \22 12° \ \ 19� TAX MAP 35 LOT 5 N/F CITY OF CAMBRIDGE all, g�v� tio�E /2 OFFER 6 0 ell, °" \ all, / ah, - 3p / S 1A 24 29 O O / AQ, 1a" f28 I 17 \ 4 Foot Wide \10" Foot Path 27 25 -0:5, m . 26 ° s / 4 Foot Wide all, / oulders 1a ^Q Foot Path P / ouldec DH` ' 828 0 17 / / s� 22' 12° e 25.78 FND '; 865 DSO ` w 1116.19 „E rJ ca° O' S75 °10'5 7, 'S 12" S7 ° / ' 'E - / m 16 w PROTECTED LAND UNDER-, -i � /� � - . DECLARATION OF RESTRICT11/E COVEN-ANT N-82-46"06"W All, to v / . ' I CD r,REA = 4;8,318 S.F:�: _ 89.75 / ° ` R- 182.28' ° Cl- 1 p/ /) (180x5) 9.2' (181B88)GW- 1 370' 1 Cn > 15 \\ / DW V / ..\ a V Grass Egress Grass DW X U �/�/ r0 Area Window Well Area / h , R= 187.6' (18lx20 i ~ : I � � 801 -T_OM= 177.6' RL 'R 14' - N83 °0414 "W I 1 Q Q' _ z 14 CE Row of Bo- 173: -&' N 14! � 3064' V l eCk N RL 13.58 W (1' High +/- DW RL. ' 15.0' I Co c. all, 13 ���*\ //1 txs4) I ts.o' I of , o S_12 °07'56 "W Is t SS V °: 2' High Bo elr o BLDG 5 0l � U� 1 16.58' .1 X -CUT \ 1 tijo / SP DW Ret. Wall o I I� c a N i 11 d' DW 12" Roof Overhang I p 1..D' . cx I 149'9 S40 °53'' 9 "W r�4�Foot Widf "\ Foot Path Tot Wide F t Path ! 1 T '� R= 181.6' 1.0 /° 30.00 �b /rL� in Well TTOM= 177.6'© © 3.5' 1.0' 18 i 1.0' RL _? 20.61.' l / e I do N 79 00 00 W 00 / GW= 173.0' I 7.16' ° 10.8' 11.3' {"1l LGJ �� �- d h /?8, �R 11.3' 10.8' 7.16' ? ; RL nh 1 ?S RL (184x23)RL ° 22 67' 7 3 RL o' h (85z23j Roofed O OBE Cone. Bound o /h'2S' Roofed Driveway / Porch �/ 8 ti Set (Typ.) 36.9' /ro' o o P rch l- 1 Cn ,2. '1� D O2s p� °h d I ��� © I (V S 62 ?_ 08 Wc�12. fig/ o°� Egress Window Well �[� ry `S'�S, _ \ 184x62 / // 1 / / / CO -p Z-) 9,� x / \ / / i'i RL Platform / h RL A 1 6) j \ `�` o�pi 4' x 8.5' - 1� Hydrant �� 29.7' _-►. O h ^ P ofeo, Gate -v ' g R= 181.4' 0 �. 1 / RL / 0 0• Q 1p0 ZONE / BOTTOM 1\3, ^h 70' RL / UFFER \P� cw ° 1g 7.0• SMH 3 /Roofed �• \ 7 g Q' I JS' N SS \ / 4C Porch eS �` 12" oaf Overhang Q O� © v�0 3 -0 279' o_ O DW 12" Roof Overhang RC-'S. w I <92 G yG\_ \ `tt�' S 0 51.2' U) 1 5 2 RL Dw °o ° rp 38.4 • x� r_ Egress Window Well 4o © Driveway 1 100- m % RL j W R= 182.5' DW CA N © BOTTOM= 777.5' DW 4' Wide Bit. 2 t t- s, GW= 173.0' 43� 12" Roof Overhang © L q..5' o� , f °''. of \ SS/ ' Conc. Side W01k (Typ)- - - _RL� ' Egress 17.3' 27.1' Window Well LEGEND: \�°.° 9 ° Roofed cli 41.3' IRL•�36.0 ° �,�n,. 55.w Porch N I DW = 500 GALLON CONC. DRYWELL Egress o --SS- � v �cF /(182x8) 4 w Sy9e N4.5, O u W/ 24" STONE SURROUNDING 1.0 8 u Window Well °O „: <' © = UNDERGROUND PROPANE TANK 34.3' - -I u ° ¢fie 4 5 i / / s9 \ Dri se� 2 %� ND• _ II Platform I BH = BULKHEAD 1 d 1.0 N k1. o CD 1.5' © /1 I on vl 3 5' WETLAND RESOURCE AREA 2' °•14 /otii� N12" Roof Overhang \ o. SS O I r RL / w R= 182.5' L�J 22.0 r /F ° RL _ _ RL SS 182x07 R 00f d `! c`tn_ BOTTOM= 177.5' DW ( ) orch 17.33' 27.1' 30 6� = WETLAND FLAG O p // / Windowe Well 17.8' h 17.5' �ROOfed '� WS RL -- _ -L DW GW= 173.0' UO) O O BOTTOM =875.4' DW R- 1,82./1`6' DW DW ° ^ I Irrigation OW FFE = FIRST FLOOR ELEVATION O BOTTOM 77.1' � Porch co Water Service_ _ 12 Roof O QO GW= 173.0' @W�173.0' Platform RL WS g a of ot�1 Overhang 20 =ADDRESS OF UNIT r d / / 4'x7' 3.25' 2.5' -- O 1n nni � b 4 1% 22 MH 26 236• RL z // Iq N o °Drivewa q �' Roofed - P (185x23) =SPOT GRADE / / 03 16.5' Y SS Porchd 18. 5' 12" Roof Overh GW = GROUNDWATER �/ Egress RL 5' 70.75' o 2 z� s�' �1.p' 17g g Window Well J - -SS r' s v v Egress R = RIM DW DW CD 1 Porch fd w5 3= 81x1 riv 2.4' O RL Window DV✓ Well SCHEDULE OF UNIT ELEVA TIONS APPROVED UN/ T ADDRESS FFE GAR. FL. FFE GAR. FL. DESIGN DESIGN AS -BOIL T AS -BOIL T 1 #2 183.00' 181.00' 184.14' 181.68' 2 #6 184.00' 181.50' 184.80' 182.04' 3 #8 185.25' 183.25 186.0' 182.94' 4 #10 186.50' 184.50' 186.69' 184.69' 5 #12 187.00' 185.00' 187.87' 184.90' 6 #16 187.00' 185.00' 187.87' 184.90' 7 #18 187.00' 185.25' 187.65' 185.23' 8 #20 187.00' 185.25' 187.65' 185.23' 9 #15 186.50' 184.50' 187.10' 184.73' 10 #11 185.50' 183.50' 186.08' 183.64' 11 #9 165.50' 183.50' 186.08' 183.64' 12 #7 183.75' 181.75' 184.30' 182.0' I3 #5 183.75' 181.75' 184.30' 182.0' 14 #3 183.00' 181.00' 183.38' 181.08' SEWER STRUCTURE CHART.- STRUCTURE RIM INV. IN (SIZE /TYPE) INV. OUT (SIZE /TYPE) SMH -1 180.47' 173.46' 8" PVC 173.40' 8" PVC SMH -2 181.37' 174.03' 8" PVC 173.97' 8" PVC SMH -3 184.38' N/A - 177.54' 8" PVC PUMP STATION 180.85' 171.87' 8" PVC 171.6± 1 1/2" PVC Foot Wide Foot Path A� Cp; >T 6 Foot Wide Foot Path �j N, V� 1 ' 106.0' � �Way#ry w 325' R= 181.22' RL =ROOF LEADER R= 181.57' 3.25 O 3.5' C8 6 M 1.89, RLv 1 (� BOTTOM = 176.6' -SS- = 6" SDR 35 PVC SEWER SERVICE ❑ BoTTOM= 17x.2' pet �ca ws I cw= r73.o' GW= 173.0' r? N s o fed o'333' -�_ 8 CB -4 Doub)e 21.33' 6 19.75' '"� `°. OJ > - ws- = 1" TYPE K COPPER WATER SERVICE � - - aZxD4 k or h X7.0• RL Platform TOTAL LOT AREA Platform RL RL SMH -1 D 4 Egress m 4 x 8.5' R-17 1.5 -S - = 8" SDR 35 PVC SEWER MAIN 4'x7' © S D r1veWQ 2.68. O DW' °dO1N Wet! -w - = 8" DICL WATER MAIN 200,544 S.F.f 4.604 ACf 161 °ox 4.49 �ti 4Dw8= 181.36' (Ll N �� x <0 325' Platform wv = WATER GATE ❑ Y 4.49 y I Borcw 173.0' 1543 ;� \\ Driveway k 7y RL 20.0• cn 21•Z o'. vV R= 180.48' © �� �w ` 5' "< INFILTRATION FIELD #2 y WATER SHUTOFF BorroM= 175 -5' DW DW \ y RL CONSISTING OF 200 - QUICK4 6 Foot Wide Foot Path GW =173.0 w l S ro STANDARD INFILTRATOR UNITS Egress \ © P FIELD SIZE: 27.14' x 101' Window Well r° 12" Roof Overhang 99.0' - 81x7- RL / BOTTOM OF FIELD: ' MAX. GROUNDWATER: 173.0' RL INFILTRATION FIELD #t p ;� Platform RL 37.75' 7n / ® v - - - - - - 8" C r - m �RL \ CONSISTING OF 99 - QUICK4 q 4' x 9.5'�I ri - Oro° ro 39.1' Platform . 5'�R I STANDARD INFILTRATOR UNITS N,i, coq OG 1.0' �rivewa ° 3.T x 9.5' \ S A SG TtiOSO 7Y 'I'O tCJ Y x ° FIELD SIZE: 10.49' X 133.0' 1 #443 '1 u (� 3.5' s25' 3.1% d I- j I 1Le BOTTOM OF FIELD: 175.22' QQOeFppCO Paver I Q O RL ,n o 1.v w 0 MAX. GROUNDWATER: 173.0' G!p S I, Patio (Typ) --1 0I `o- w N (9 G7 \ 0 m 1.0'"a rn o� •2' f \ Gazebo 7 I I Egress Window Well BUFF B 12" Roof Overhang I °. o w ° Ff� Vlv °• 3'.c) 25.1' RL DW \ S TAX MAP 35 LOT 2 ZQ�F 99'0 RE 6 ftaof Overhang I �5 3.0 RL . R 6" Roof o R= 780.32' Dw R CB -39 \ lnv.= 171.87' N/F ALBERT R. PIANTEDOSI _ . _ )H- 1(SC)ROOfed Overhang BOTTOM =175.7 DMH -2 Cover= 180.85' #443 LINCOLN STREET Rooted 20' . Gw= 173.0' R5 ° Sewage Grinder I Generator DEED REF: 16450/214 ° .3 .2' Porch 30.2' o o Pump Station R1 N R4 N_ SO W/ 55$ X -CUT 450.00' - - 4 CB -1 c Electric A VERAGE NATURAL GRADE CALCULATION /BUILDING HEIGHT APPROVED UNIT ADDRESS A VERAGE NA TURAL GRADE PLANE "PRE- EXISTING" HIGHEST RIDGE DESIGN HIGHEST RIDGE (AS- BUILT) BUILDING HEIGHT 1 #2 179.72 211.00' 212.47' 'k 32.75' 2 #6 180.20 213.00' 213.82' 33 62' 3 #8 180.20 214.25' 215.02' 34.82' 4 #10 180.30 216.50' 217.38' 37.08' 5 #12 179.70 216.00' 216.57' 36.87' 6 #16 179.70 216.00' 216.57' 36.87' 7 #18 182.32 213.10' 212.90' 30.58' 8 #20 182.32 213.10' 212.90' 30.58' 9 #15 183.17 216.50' ** 217.74' 34.57' 10 #11 180.67 215.50' 216.04' 35.37' 11 #9 180.67 215.50' 216.04' 35.37' 12 #7 179.72 212.75' 213.32' 33.60' 13 #5 179.72 212.75' 213.32' 33.60' 14 #3 180.20 213.00' 213.94' 33.74' * BASEMENT HEIGHT WAS ADJUSTED To PLUMB BASEMENT FOR SEWER LINE. ** ON THE APPROVED PLAN THE HIGHEST RIDGE WAS NOTED AS '214.50' AND SHOU_D HAVE BEEN '216.50' ON THE BUILDING PLANS THE ROOF HEIGHT FROM FIRST FLOOR WAS NOTED AS 30 FEET BASEMENT HEIGHT ADJUSTED 6" FOR DRAINAGE PURPOSES. LOWER LEVEL OF ALL UNITS ARE DEFINED AS A "CRAWLSPACE" DRAINAGE STRUCTURE CHART - STRUCTURE RIM INV. IN (SIZE /TYPE) INV. OUT (SIZE /TYPE) CB -1 179.16' N/A HDPE 176.27' 12" HDPE CB -2 179.18' N/A 12" 176.29' 12" HDPE CB -3 179.59' N/A 4 176.21' 12` HDPE CB -4 (DOUBLE) 179.49' N/A R4 176.39' 72" HDPE CB -5 180.79' N/A 175.94' 177.64' 12" HDPE CB -6 180.84' N/A 176.21' 177.69' 12" HDPE DMH -1 (SC) 179.60' 175.92' 12" HDPE 175.67' 12" HDPE DMH -2 179.88' 175.94' 12" HDPE 175.94' 12" HDPE DMH -3 180.69' 775.80' 12" HDPE 175.80' 12" HDPE DMH -4 180.62' 177.20' 12" HDPE 17720' 12" HDPE PATIO AREA W/ TWO BENCHES DRAINAGE NOTES: 1) THE 2 -500 GALLON GONG. DRYWELLS FOR EACH UNIT ARE CONNECTED WITH 4" PVC PIPE. 2) THE ENTIRE. ROOF AREAS OF EACH UNIT ARE PIPED TO THE ORYWELLS. ROOF LEADERS LOCATIONS ARE SHOWN ON THE PLAN AND ALL ROOF DRAINS ARE 4" PVC WITH A MIN. SLOPE OF 17. REACH CHART. - REACH LENGTH SIZE MATERIAL SLOPE BEG INV. END INV. R7 21' 12" HDPE 0.01' 176.27' 176.06' R2 10' 12" HDPE 0.023' 176.29' 176.06' R3 4 12" HOPE 0.00' 175.94' 175.94' R4 2' 12" HDPE 0.00 175.94' 175.94' R5 21' 12" HDPE 0.012' 176.21' 175.94' R6 16' 12" HDPE 1 0.036' 176.39' 175.80' R7 72' 12" HDPE 0.036' 177.64' 177.20' R8 12' 12" HDPE 0.04' 177.69' 17720' R9 112' 12" HDPE 0.011' 177.20' 175.92' THIS SITE AND ALL STRUCTURES SHOWN ARE NOT WITHIN A MAPPED FLOODPLAIN AREA AS SHOWN 6 Foot Wide ON THE LATEST FLOOD INSURANCE MAP, Foot Path MAP NO. 25017CO392E, DATED 6/4/2010. A fH; t,1K,=r0C FOUND Manhole Ed e of Pavement ° N79 °00 00 W 40'Z 000000000 ryi -;VW 1 _ 000cJ Gravel Par 1.7 -- king _ Total _ Area (including 2" Sewer Force Main '- -�- 0 e _ 3 * _ --- - �- --- -� 2" Sewer Force Main p - Gate for Sewer t p j ^ /'''� A , Force Main 3 ) I) \ / / ! 1 �' \ 1 STREET -- - _ (�-- Gate for Sewer -�� Force Main Electric 'r- E Manhole AT Edge of Pavement Floor per Unit UP 8 "x8 "x8" Tee-/ up uP� �- SCALE: » 1 =30 Trinlc (n +c i uP`c), GRAPHIC SCALE PREPARED BY SULLIVAN ENGINEERING GROUP, LLC P.O. BOX 2004 WOBURN, MA 01888 (781) 854 -8644 U �, 47G Gross Floor Area (GFA) per Unit (SF) First Floor Total (including Second Front GFA garage) Floor Porch Attic per Unit 2 Grey Oaks 1,610 1,594 196 - 3,400 3 Grey oaks 1,638 1,623 139 - 3,400 5 Grey Oaks 1,403 1,407 50 - 2,860 6 Grey Oaks 1,404 1,397 59 - 2,860 7 Grey Oaks 1,403 1,407 50 - 2,860 8 Grey Oaks 1,404 1,397 59 - 2,860 9 Grey Oaks 1,223 1,237 51 - 2,511 10 Grey Oaks 1,486 1,486 156 572 3,700 11 Grey Oaks 1,235 1,242 51 - 2,528 12 Grey Oaks 1,404 1,397 59 - 2,860 15 Grey Oaks 1,528 1,520 92 560 3,700 16 Grey Oaks 1,404 1,397 59 - 2,860 18 Grey Oaks 1,404 680 56 2,140 20 Grey Oaks 1,404 680 56 - 2,140 GRAPHIC SCALE PREPARED BY SULLIVAN ENGINEERING GROUP, LLC P.O. BOX 2004 WOBURN, MA 01888 (781) 854 -8644 U �, 47G