Loading...
Survey Map 658 Glen St HAY BALES REQ'D DURING CONSTRUCTION 1PF p p O z 1'; ' 2'-0" DIA. HEAVY DUTY Q O j FRAME AND SOLID TOP HALFWAY BROOK fps LLjQ (GRAY IRON. ASTM uu a O H—+ A48-83, CLASS 30B) _j tn N z Q LL O O D 4'IPVC) F-O' COVER O z U INLLET PIPE PRECAST CONC. ni z FO EXTENSION TO GRADE p z N x -I>UJ _o, / 8" CONC. COVER <Q> Q -- --42 CRUSHED STONE: \ �—CONFORM TO NYSDOT STANDARD SPEC. 8'OUTSIDE DIA. SECTION 103-02, l E V [ S E D TYPE 3 AGGREGATE LAND 5 O F TOWN OF ul 8" O.D. PRECAST QUEENSBURY CONC. DRYU)E6LL FABRIC TILE 10 / l � / 03 FOUNDATION — . RING LANDS OF RICHARD t ETTA FORLIEGH �• �f°�O/1�f9 5 +DEEP DRYWELL DETAIL \ EXIST. OVERHEAD 0 SCALE: NTS LANDS N/F OF ELECTRIC SERVICE G. JOSEPH MONSOUR 650/82 ASPHALT - ZONE CHp,NGB LINE 8'1.1 SET 86 NC-INT 03 / 10 / O �f RAME W/ OPEN GRATE �'� 66.51 42•E XISTING METER \ S24b8'07"W 552` 4 '1 BEGNINO OF STEEP SLOPES MAP REFERENCES: o ��. �.� of RIP R�: C. TS , r �i�� fi} �✓r� f MAP OF A SURVEY OF LANDS OF 0 A C� E O R G E L I A P E 5 .. F 333.78 '.7F C� � € /% l9i �rfy/ � ���l,iyi� ,✓ if1� ����/J ,_,�.i�� ,,p �n NON-SHRINK r rr f DATED: DECEMBER 29 1960 I � ,, 1� GROUT \ I v ro ;-- / r, "4 G / -0" HIGH D A � �� � ; 3 B A,Y �/��' 338.25 iv y r.. �X�STIN B��LD � NEW WOOD FENCE BY: JOHN B. VAN DUSEN PERMANENT EA MENt� ING , r / 6" PVC : _ �s <„ MIRY DUMPSTER ENCLOSUR 12" CMP,INLET PIPE INVERT .i NO. A �F cn I OF-3382 w, OUTLET PIPE ..�. r r ter„ yr >/ r //�� rr� 12' x 12' W/ GATES. ___, - LAKE FOR E S.H. NO. 411 � � � �/ f���� r/ �i rr 'y �`'���i'°�� A I DIAx 5' DEEP DRYWELL r/ // � �/�r��/F� w/ GATE � � � . ;. GLENS FALLS G G . .. , I (DETAIL I/ SP-2) - O / �rr��/ ��<�� > � r,r �1 >� - - �SG41 vALVE MAP NO. 131, PARCEL NO. 1L7 w / f �� � MAP NO. 138, PARCEL NO. Ib8 169 �► REMOVED PAVED sF - — — — — - � � ��­11 M O- w _� L' PVC /,/, f- 6. �, SCALE t PROVIDE U ;' ' �� OF=338.15 I 2 g \ '�'r� � �®% � '� _ _ — T" �� Z FIRMLY COMPACT �� TOPSOIL t HYDROSE,J O 7'�C — — Z � 234242 O BACKFILL UNDER r 35.51 U F-= DI (DETAIL 2/ SP-2) I O \ \ _ STONE PIPE. �3<5 / �r 340.2 BEDDING I $ \ EXIST. ATER IST. f err SF y , TOF=3381 x� v� ERVICE S ITA Y r O5„� -'-�� �� t,� CM .� �;�? XIST. SIGN 6 �p , ' MA H Q TO REMAIN HC NO PA KING SIN H NO LEFT r M1 ------ - ------- R DET. 5 SP-3 RN I>� \ E TURN SIG N am✓ ,�r df r q9 45 LF OF I DIA I A p]� � 1r 34231 � SLOTTED D AIN \ \ $ �!/ (DETAIL 3/ 2) B *B �� k W p1SCH SF 336.28 •�oF� 0 .� iv \ 340.1 340.1 1 I QO 2I,69I Pt. SAIST. Y DRAIN INLET DETAIL - TRAFFIC TYPE DEED REFERENCE: sF�_ 7.4z --- - - - - -• - - _ _ _,�, od 0.50 acr MAN H E 2 SCALE: NTS SUN OIL COMPANY OF PENNSYLVANIA {b ,� 8 1 \^ O Z TO CON fi�T NO LEFT 8 7`j ' Q SANDRI REALTY, INC. CRErEi WALK =TURN SIG TOF= � 4� 342.25 _ CONC 1 O J 1 3f4" DATED: SEPTEMBER 22, 19$1 -- ;' - N�8��� BOOK L41 PAGE 409 � ,Zl]RLEFFT 8<-EXIST. LIGHT 2/29„w•`,7 POLE � MON NO LEFT � W F TURN SIGN CONT. GRATE W/ HEEL GUARD cv U U U C R EXIST CURBED ISLAND ' > �� W O E co PAVEMENT E Cs E N D: r °' rN iy 33&77 - ® �SLA�D •N 2�•� 73.9/ ��\ N .J O IPF = IRON PIPE FOUND - �f ����31 A� �� m CONC EXIST CURBED ISLAN� �d O Q Lu Z Z) f ❑ CONC MON = CONCRETE MONUMENT FOUND / O� -� •�.�• Mo ��'�� 12' DIA.LANE " c-Q.z = UTILITY POLE �4) EXfST1NG � `•` "�• �¢ \� _Z � � SLOTTED PIPE �-•� CC (cMP) � � .;� = LIGHT POLE cui�Rts FOR ��" cMP A oc HALFWAY B O : NE WAY/ '�•� '3 4r F- LJJ CC Z SF SILT FENCE RooK 4 Q a- cn �"�IGg-- EXIST. DC Z CONC. ENCASEMENT II EXIST. DOT DRAIN _ �-- W Q 340.8 = ATCH BASIN Lu = Lu a SYSTEM W/ GRATE 340.9 -_ - J I I TO BE MODIFIED FORco cy U- CURB CUT REDUCTION - Q 0 N r. �R, ;rSY SITE FLAN -(GRADING � UTILITIES) CALLED I�( ST�� fi. A NORTH n` U,/ G�'A f!) SCALE: 1"=20'-0" O TS 6„ 12„ 6„ - PROVIDE CONTINUOUS EROSION CONTROL MEASURESDURING CONSTRUCTION, u TO PROTECT ALL ADJACENT SITES. LANE SLOTTED DRAIN PIPE DETAIL I 3 U SCALE: NTS C CAI c <C co - +- tV C c 0 0 0 0 L f7 _ ® i N Uj WQ� zQN C 0 co N U > w ' Q r P L c_v 4 co Or � IL 1 03/10/0 r yr JMH 030 �