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50 ST. PETER STREET AS BUILT PLAN
�� �. �e� �� �s Vie} p1� I � m U_ Q 0 . ° z W W Q = DCLn ILIUM 0 I - � N BRICK X i I `� I ( o m �" cKjPA 770 \ 2 STORY =r I I _ _II woo0 L--- -- W o BRICK BRICK �` BRICK \ ® ` r' I „�,.,. w W x \ BUILD/NG '� ' r r �.» W w ,,��// Q Z PA 770 PA 170 %� PA T10 GRAN/TE \ x :_, - _-- - - - L.L. ® \ STOOP \ x JS' �^ cUil \ Q F- JVQ C.Br. G ST. PETER STREET 0- BOX \) 1 STORY D4 EXISTING GAS \� (APPROXIMATE W WOOD LOCATION b 3 STORY BRICK BUILDING \� \ ) w O BUILDING EXISTING WATER ~ W 0 (APPROXIMATE LOCATION) 40 AS BUILT <51 Q GRANITE GRAN/TE x' RD263AS TRAP LOCUS MAP �i� () W STEPS STOOP 4" Cl INV.-22.7 SCALE: 1"=40' AS BUILT v, / WATER 0 21.4 f WELL 4• DRAIN TRENCH DRAIN "' (VENTED) R=26.3 AS BUI Q INV.=25.0 I SMH AS BUILT 4• DRAIN I WELL R=26.3 TRENCH DRAIN O WELL 6" PVC R=26.3 4• DRAIN STONE INV.=21.3 INV.-25.0 EXISTING 8• DRAIN $$ $$ S S $$ $ / (APPROXIMATE LOCATION) EXISTING 6" SEWER � � I GRANITE a S CONNECTS TO AS LT WALK FLOOR DRAINI v, AS BUILT SMH EXISTING DRAIN R=27.8 RIM=25.9 STOOP 6" PVC INV.=20.2 6" PVC INV.=23.7t PATIO \ Vf !._ BELOW STONE GRADE Z EXISTING N - BUILDING N - BUILT PARKING UNDER FLOORDRAIN AS BUILT $ PARKING ICy RIM=24.9 FLOOR DRAIN RIM=25.9 _- 0 4" Cl INV.=23.62 D AS BUILT DMH WATER 0 23.3 4" CI FLOOR DRAIN RIM=26.2 _ - (gyp) w 8" PVC INV.=22.7 PA 770 N IC, m EXISTING DECK VN i OVER PARKING v m r4 Z F71EHH 4 - � CD F17 1 J Z -- PATIO f- c�� _ o BELO CIO \ � 4 © GRAD x I NOTES: - — . w 6 _ 1. ALL ELEVATIONS SHOWN ARE REFERENCED TO A PLAN ENTITLED,"UTILITY SITE PLAN, - C101, C-', EXISTING CONDITION," DATED SEPTEMBER 26, 2008, PREPARED BY IC/ AS BUILT FLOOR DRAIN FINEGCLD ASSOCIATES. RIM=24.9 AS BUILT AS BUILT N -" FLOOR DRAIN 4• Cl FLOOR DRAIN FLOOR DRAIN SOLID AS BUILT SLEEVE 2. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY Z PATIO RIM=25.9 RIM=25.9 " PERFORMED BY WILLIAMS & SPARAGES, LLC AND RECORD DRAWINGS PROVIDED BY ;: Ln Ln w QQ cQi, ti BELOW4 Cl INV.=23.3 4" Cl INV.=23.7 6 WATER Uj a \ GRAD WATER 0 22.7 THE CONTRACTOR. NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ui J I (VENTED) WATER 0 23.8 ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES DEPICTED OR NOT UJ p U U DEPICTED AND SHOULD BE CONSIDERED APPROXIMATE. VERIFY UTILITIES PRIOR TO - U Z Z - AS BUILT AS BUILT fl. Q w w 4�; 4• CI FLOOR DRAIN CONSTRUCTION. Q J Y FLOOR DRAIN FLOOR DRAIN Q W � W ^ W v W AS BUILT SMH _ RIM=25.0 RIM=25.8 U } w d, w O 4" Cl INV.=23.7 3. PERIMETER INFORMATION SHOWN ON THIS PLAN IS TAKEN FROM A DRAWING PROVIDED Q 0 J m O m 6" PVC INV.=19.8 r-�- I k• d� WATER 0 23.8 TO WILLIAMS & \SPARAGES ENTITLED," ALTA/ACSM LAND TITLE SURVEY IN SALEM, MA," Z O w 0 Z Z ca ®C.U. S -- _ � � (VENTED) DATED FEBP,UAR. 16, 2016, PREPARED BY HANCOCK ASSOCIATES. 3 O O w w O Q Q C.U. -_` I O � Inm Om as S J I ` $ —26— SID CLEANOUT O 0_ I ICV W VETfT SS SVI - I 3 EXISTING _ j PA110 GAS SERVICE O p v BELOW J6" BRfeK -WALK- GRADE �Q ? EXISTING EXISTING 1 r. EXISTING BUILDING I d r DMH FIRE O w a a, O AS BUILT �I RI(PAVE. 5 BUILDING 0 J �- I Q L L L I J O O O W _ _ _ —� Q L: C.Sf. 55 S4 f` 1 I �._i-�� �_T_.L �_ F � FLOOR 49RAIN c� N Dom) 4" DOMESTIC 5.3 � v1! aV D J ss ~_ S — / — EXISTING DECK I O w 1. 0 10. 1' FD. — T T--- _ _— - __ - OVER DRIVEWAY a rn rn rn _ G as ra Iz _ 0 0 .T w LL .3 - RR!yITE RETAINING WA1 =� 26 BIT. B=RM -� c>Y -p o L_ n a y GRAN STEPS �� D D a SIDEWALK t' RANITE CONC. DETECTABLE �, (nP) GRANITE CONC. AZ CONC. CO4t C. T T POST SURFACE BIT. SIDEWALK POST cp9 am= T 2g W BIT. SIDEWALK EXISTING C8 RIM= . s T ss T T ti� T T T W rn 00 / T � W Q�j � C1 T T T , T T '^N 0 -SD SD SD SDI— SD SD SD SD SD SD SD MIG EXISMH SI1 �--- `I6 ~"I z Z Q 'LA V S T. PE TER (PUBLIC - VARIABLE WIDTH S TREE T 3 RiM=2s.2' W �\ D N? mO O vi ^ Z a 6 G 0Zxw CROSSWALK 6.G (� W v� " LL 3 n 10 W n 10" 10"W 10"W G E _ E SEAL —� —V �— E E VGC E E E E E E E - E E E E E E E m VGC s N OF Mgss'O RICHARD L tiN O WILLIAMS CIVIL y .40 90 W cn 2 J Q a