Loading...
HPSC4345W3R 27 2" N-12 CULVERT RADIUS: 300' (1' MIN COVER) D5 ARC LENGTH: 200.9'± CORD LENGTI I: 191.2'± CORD ANGLE: S 73D50'42" 4;f f ,�`� �� L -•L ., �'{ 22.5'± O S 54D38'9" W A ROADWAY SECFION (20' TRAVEL WIDTIi) D1 432 t I - RADIUS: 50' 1 I , ARC LENGTH: . 50.9 �T I i 1� CORD LENGTH: 48.7'± \ » 1 \ CORD ANGLE: S 83D48'18" W/ v �m �+� u'2i} - nln sk • U DO NOT PROVIDE WINGED CURB ON INSIDE OF CUL- DE- SAC U�� yY-� I?✓`��-- v'_.��i-' .r-�.� .!vim/ ` 31 �'T Vt � \v.' \ !' 'v-'�"' 43 I hl I r 1 I I - - `� " ""tom _ ��� .4'3.. ✓�� �� ,A'7 ,. ,V1_.�-- RADIUS: ADIUS. 45r .yTr:1 I �-> LL•. ': 'I .:°-.. I /.. I' 5 ,_ ' , i ARC LENGTH: 232.9'± �. - ", ",: { L 1 1 --' o CORD LENGTH: G - CORD AiN0__. S 3,�D19'51" \, tnr ' Vie_ s_re5. I , 1 ` I x : 27 " - � ,'�;I•• _ � i I � ,, I STORMWAfER 11_ N 1L CULJERF R 4 ( �� ;:L \('I► 11 D5 �, _,. MIN COVER _L-._, __� , I � =�Le ;,. � �, �\ \, � >, ... � tE�� - COLLECTION eN�AL� ( _ ) COLLCC r � lYf ) EROSION CONTROL BARRIER 00 g /JJ ,1 .vim+ � _ - - - • .,• � \ � - �,.. m.- -DRAINAGE/ MAIN I ENAN(k EASEMENT (1) CURB CUT 10� ��� �('v l �� TO THE TOWN OF QUEENSHURY 1 �'� zi�FOR ROAD DRAINAGE D1\�� v J- �L A�A \ A ��� o ter- � � � 1 ,� ( DRAINAGE/ MAINTENANCE EASEMENT EROSION CONTROL BARRIER v 38 �i ( �4, 1 EC1 TO THE TOWN OF OUEENSBURY 12 j ' � � � � � ��° RADIUS: 50' 12 BERM BERM O1 -- �C I I � _ ARC LENGTH: 50.9'± D1 _ t) l 1 CORD LENGTH: 48.7'± CORD ANGLE: N 25D31'48" E �_J/ G ;',A1'HtC SCALE "MARY LANE" ROAD PLAN 4,0 J 20 40 00 100 - ®!/Id'i7-'1��46Jf91.d P-L.P�i1tl I I J SCALE_ SE_ GRAPHIC SCALE I r r OLn N 10 (6) CURED CUTS r d1 FOR ROAD DRAINAGE PROPOSED N Lq Lq I co L19+ AREA CID 164.1'± N 86D58'22" W OUTLET TYPE: I YV IU AREA (SF) f THROUGH TOWN (C) ROAD (D) PROPOSED > + I LT) , I j w00 i 082- I As 4-61' PIPR4P > I I � p i - / -L a' N ,ri n � 11 + Tri m W -- --- PVI STA. 71-22.03 LA W 1 co � r .f rr) > > - ¢� - - - JI _LL.V. 41.75 1 u � - ���• -- 0 5L� LL 0_ C n F. r 610. J. 8 f1 DO NOT PROVIDE WINGED CURB ON INSIDE OF CUL- DE- SAC U�� yY-� I?✓`��-- v'_.��i-' .r-�.� .!vim/ ` 31 �'T Vt � \v.' \ !' 'v-'�"' 43 I hl I r 1 I I - - `� " ""tom _ ��� .4'3.. ✓�� �� ,A'7 ,. ,V1_.�-- RADIUS: ADIUS. 45r .yTr:1 I �-> LL•. ': 'I .:°-.. I /.. I' 5 ,_ ' , i ARC LENGTH: 232.9'± �. - ", ",: { L 1 1 --' o CORD LENGTH: G - CORD AiN0__. S 3,�D19'51" \, tnr ' Vie_ s_re5. I , 1 ` I x : 27 " - � ,'�;I•• _ � i I � ,, I STORMWAfER 11_ N 1L CULJERF R 4 ( �� ;:L \('I► 11 D5 �, _,. MIN COVER _L-._, __� , I � =�Le ;,. � �, �\ \, � >, ... � tE�� - COLLECTION eN�AL� ( _ ) COLLCC r � lYf ) EROSION CONTROL BARRIER 00 g /JJ ,1 .vim+ � _ - - - • .,• � \ � - �,.. m.- -DRAINAGE/ MAIN I ENAN(k EASEMENT (1) CURB CUT 10� ��� �('v l �� TO THE TOWN OF QUEENSHURY 1 �'� zi�FOR ROAD DRAINAGE D1\�� v J- �L A�A \ A ��� o ter- � � � 1 ,� ( DRAINAGE/ MAINTENANCE EASEMENT EROSION CONTROL BARRIER v 38 �i ( �4, 1 EC1 TO THE TOWN OF OUEENSBURY 12 j ' � � � � � ��° RADIUS: 50' 12 BERM BERM O1 -- �C I I � _ ARC LENGTH: 50.9'± D1 _ t) l 1 CORD LENGTH: 48.7'± CORD ANGLE: N 25D31'48" E �_J/ G ;',A1'HtC SCALE "MARY LANE" ROAD PLAN 4,0 J 20 40 00 100 - ®!/Id'i7-'1��46Jf91.d P-L.P�i1tl I I J SCALE_ SE_ GRAPHIC SCALE I r r OLn N "7------ - co r � -- _ PROPOSED N Lq Lq I co L19+ AREA CID PROPOSED 1 TOWN ROAD WIDTH ON TOWN (65°/<,) (Q) (ALL OUTLET TYPE: ACRES (A) IU AREA (SF) f THROUGH TOWN (C) ROAD (D) PROPOSED > + I LT) O I L w00 i 082- w 4-61' PIPR4P > PVI STA. 3+117,46 6 � p 31 - / -L a' N ,ri n � 11 + Tri m W -- --- PVI STA. 71-22.03 LA W 1 co � r .f rr) > > - ¢� - - - JI _LL.V. 41.75 1 u � - -- ° T 1L h � 5 OL:G x -- 0 5L� LL 0_ 428.6= r 610. J. 8 f1 ri <f ! ' W I w a w J -- U 100.00, (VERTICAL> - --- -- 44 w > 1 PVI STA 5-1-54.75 CCv PVI ELEV, 434.40 W (HICK x JIG x IR 12" 40' 433.0 432. 1:x 6' RI'Rs,P CUR V-) 180 0.75 '------------- -------T I _ 0 (VER FIQAL - - --- - - -- - I-- - - cuRVE) PVI PAVEMENT ELEV j 435.15 2i @ PI ISTATI 5+54.7554.75 HAVEMENT ELEV. 436.87 _ CUL-DE-SAC RE URN j PVI @ STATION 7+_2.03 TSTA. 7+22.03 ELEV. 436.87 . _ D "7------ - co In � -- EXISTING PROPOSED CN Lq Lq I co L19+ AREA + PROPOSED 1 TOWN ROAD WIDTH ON TOWN (65°/<,) (Q) (ALL OUTLET TYPE: ACRES (A) (ACRES) (A) AREA (SF) f THROUGH TOWN (C) ROAD (D) PROPOSED > J I Q W cn w00 (*5) 082- w 4-61' PIPR4P 9't IIHICK x PVI STA. 3+117,46 LL � -> 31 - / n IN1b10 - 8'4J7.78 _- - L -- . -- -- --- �w > LENGTH: INLET INVERT:(-) OUTLET INVERT:(±) VERTICAL OUTLET PROTECTION: ¢� CURVE) ?> - PVI 21 PAVEMENT ELEV. 436.87 @ STATION 3+87.46 5% - CUL DE --SAC SPLIT STA. 3+87.46 ELEV. 436.87 NOTE: PP1-1) DRINF' ,NAYS OVER 300' IN LEN'JTH SHALL HAVE A 12' MIN DRIVING SURFACE PP1-1) UI\fRFAM CONSTRUCTION BE STAHIII7_ED PRIOR TO TRE CONNECTIO'N OF A DU:,'NSIREAM N'II_TR!a11011 FACIL111Y SICARD PROPERTIES LOT DESIGN (WEST OF GLEN LAKE ROAD) - - - STORMWATER DEVICE DATA - � -- EXISTING PROPOSED ACCESS ONTOPERCENT AVG. LOT FRONTAGE PERMEABLE LOT# STATUS ZONE AREA AREA PROPOSED 1 TOWN ROAD WIDTH ON TOWN (65°/<,) (Q) (ALL OUTLET TYPE: ACRES (A) (ACRES) (A) AREA (SF) f THROUGH TOWN (C) ROAD (D) PROPOSED > I I FRONTAGE K I ( ) I 65%) TOWN ROAD NE`N RR -3A (*5) 082- 35592.26 50't 1215'± 1215't 4-61' PIPR4P r�5SuD)1V1L D 1 ROi,1 .,.: :ING !_01 OV/N'=D 1.3! IvIARI C. SIC``'tD 11AX"IS 289.5-1-3, 289.6-1-2, 289.6-1-5 & 289.6-1-1) L STORMWATER DEVICE DATA -- - - -- --I OUTLET -_ ---- -- - -- - -- - 445 DEVICE #: OUTLET INVERT: OUTLET TYPE: OUTLET PROTECTION: L6 WIDTH P6 URB VARIES 2' 4-61' PIPR4P 9't IIHICK x S LONG x _i' 1`f DL LL � r7 d - _ _- - _- --- CULVERT DATA -- . -- -- --- �w > LENGTH: INLET INVERT:(-) OUTLET INVERT:(±) OUTLET TYPE: OUTLET PROTECTION: ¢� �u ?> - -- ° T 1L h � 5 OL:G x _J 11i 0 5L� 12" 10' 428.6= 423,0± 4-6" RI'`'RAP r LJ F- _�� HAd/l U U - --- -- 44 �vrsrA. z+181.06- (HICK x JIG x IR 12" 40' 433.0 432. 1:x 6' RI'Rs,P > PVI OL ELEV. 42928 MO 1 .69 > CL b _ (VER I ICAL - - { - 450 _ - - - oLo . �PAVEMIENT ELEV. 4.50.97_ (D;D7�\? N-12 CULVERT{�@ STATION v,18,06 (INVERT 428.5±) L, (1' VIN COVER) LL PVI 425 0 0 0 m o Lo ® CD U) o SCALE: SEE GRAPHIC SCALE J U L Lu Lu w Z z� GR/WfJ[C SCALE 0 20' 0' 80' (HORIZONTAL) (IN FEET) S D FOR CONSTRUCTION "DOCUMENTS PROVIDED IN SUPPORTOF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED INTER "ISSUE/REVISION" BLOCK BELOW. THEY MAY NOT BE USED FOR ANY OTHER PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUTTHE WRITTEN CONSENT OFJARRETT ENGINEEP.S, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRELT ENGINEERS, PLLC HARMLESS AND DEFEND JARRET"L ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE." 03/24/14 ISSUED FOR PLAT FILING & CONSTRUCTION (NO CHANGES THIS SHEET) 06/06/13\(FINAL PLAT & NYSDOH PERMITTING) AM NO CHANGES THIS SHEET) 11/15/11 REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW � NO CHANGES THIS SHEET) 09/29/11 ' REVISED PER ,FIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW (ADDED RIPRAP TO CURB CUT) 08/22/11 REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW i - ADDED STORMWATER DEVICE CHARTS REVISED PER S & RE -SUBMITTED FOR SUBDIVISION REVIEW 03/23/11 /H\ R R TDE COMMENT (ROAD WIDTHS MODIFIED AND PROFILE UPDATED PER NEW CENTER LINE 10/14/10 REVISED PER BOARD COMMENTS NO CHANGES THIS SHEET) __ 08/16/10 /F\\ REVISED PER TOWN ENGINEER/STAFF COMMENTS & NEW ZONING REQUIREMENTS UPDATED PLAN & PROFILE PER TOWN ENGINEER COMMENTS) SUBMITTED SUBDIVISION REVIEW AND AREA VARIANCES 03/15/10 // M FOR PRELIMINARY I (NEW SHEET) SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD) 10/08/09 D (THIS SHEET NOT SUBMITTED) 04/15/09 SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD) (THIS SHEET NOT SUBMITTED SUBMITTED FOR ZONING BOARD DISCUSSION 02/13/09 /Bv (THIS SHEET NOT SUBMITTED) 11/17/08 �q'\ SUBMITTED FOR PLANNING BOARD DISCUSSION THIS SHEET NOT SUBMITTED) DATE REV # ISSUED / REVISIONS DRAWING: "MARY LANE" ROAD PLAN & PROFILE ppi PH 1-N t ­ JI,E f RESIDENTIAL SUBDIVISION h SICARD PROPERTIES g�.. GLEN LAKE ROAD r Y TOWN OF QUEENSBURY, NEW YORK J.AR E1"I' Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT © 2014 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAVd@dG VV IT! A BLUE SEAL SIWLLBECONSIDERED TRUE MARCH 2014 PRO # 07-008 SHEET: 10 OF 25 ANDVALID ALTEBYA ATCHOFTHISLICENSED ENGINEER EER IS UNTONFUL. BASESHEET: 22 X 34. PLOTTED/REVISED:03/24/14 10:OOAM BY A LICENSED ETIGINEER IS UN LAbVFUL. Cr '�I-- n - 445 O O00N L6 M P6 i ¢ N N .-i- <LJO LL + r7 d .+ - CJ QI SILL �w > L11 ¢� �u ?> V) _J 11i J - r LJ F- _�� HAd/l U U - --- -- 44 �vrsrA. z+181.06- � 5T X0.00 �� > PVI OL ELEV. 42928 MO 1 .69 > CL > IL _ (VER I ICAL 150.00' CUL VE) 3%� (VERT CAL CURVE) ` v 435 I � �..-� PVI % t PAVEPIENT ELIEV. +33.94 \ - ,- @ -- STATION 1+00.00 430 �PAVEMIENT ELEV. 4.50.97_ (D;D7�\? N-12 CULVERT{�@ STATION v,18,06 (INVERT 428.5±) L, (1' VIN COVER) LL PVI 425 0 0 0 m o Lo ® CD U) o SCALE: SEE GRAPHIC SCALE J U L Lu Lu w Z z� GR/WfJ[C SCALE 0 20' 0' 80' (HORIZONTAL) (IN FEET) S D FOR CONSTRUCTION "DOCUMENTS PROVIDED IN SUPPORTOF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED INTER "ISSUE/REVISION" BLOCK BELOW. THEY MAY NOT BE USED FOR ANY OTHER PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUTTHE WRITTEN CONSENT OFJARRETT ENGINEEP.S, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRELT ENGINEERS, PLLC HARMLESS AND DEFEND JARRET"L ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE." 03/24/14 ISSUED FOR PLAT FILING & CONSTRUCTION (NO CHANGES THIS SHEET) 06/06/13\(FINAL PLAT & NYSDOH PERMITTING) AM NO CHANGES THIS SHEET) 11/15/11 REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW � NO CHANGES THIS SHEET) 09/29/11 ' REVISED PER ,FIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW (ADDED RIPRAP TO CURB CUT) 08/22/11 REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW i - ADDED STORMWATER DEVICE CHARTS REVISED PER S & RE -SUBMITTED FOR SUBDIVISION REVIEW 03/23/11 /H\ R R TDE COMMENT (ROAD WIDTHS MODIFIED AND PROFILE UPDATED PER NEW CENTER LINE 10/14/10 REVISED PER BOARD COMMENTS NO CHANGES THIS SHEET) __ 08/16/10 /F\\ REVISED PER TOWN ENGINEER/STAFF COMMENTS & NEW ZONING REQUIREMENTS UPDATED PLAN & PROFILE PER TOWN ENGINEER COMMENTS) SUBMITTED SUBDIVISION REVIEW AND AREA VARIANCES 03/15/10 // M FOR PRELIMINARY I (NEW SHEET) SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD) 10/08/09 D (THIS SHEET NOT SUBMITTED) 04/15/09 SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD) (THIS SHEET NOT SUBMITTED SUBMITTED FOR ZONING BOARD DISCUSSION 02/13/09 /Bv (THIS SHEET NOT SUBMITTED) 11/17/08 �q'\ SUBMITTED FOR PLANNING BOARD DISCUSSION THIS SHEET NOT SUBMITTED) DATE REV # ISSUED / REVISIONS DRAWING: "MARY LANE" ROAD PLAN & PROFILE ppi PH 1-N t ­ JI,E f RESIDENTIAL SUBDIVISION h SICARD PROPERTIES g�.. GLEN LAKE ROAD r Y TOWN OF QUEENSBURY, NEW YORK J.AR E1"I' Engineers, PLLC H. THOMAS JARRETT Civil & Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT © 2014 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAVd@dG VV IT! A BLUE SEAL SIWLLBECONSIDERED TRUE MARCH 2014 PRO # 07-008 SHEET: 10 OF 25 ANDVALID ALTEBYA ATCHOFTHISLICENSED ENGINEER EER IS UNTONFUL. BASESHEET: 22 X 34. PLOTTED/REVISED:03/24/14 10:OOAM BY A LICENSED ETIGINEER IS UN LAbVFUL.