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Topo Survey_aviation mall rd L XREFS: NONE PROJECT NUMBER: 04.9368 E C: 0 2 3 O _ --- (LP 4 4. ST V BC=454.1 MAP NOTES X 2� �Cc45 n �. WEEKS RD 465.0 ( � SMH B -465.6 _ _ +3 \ BC=463.7 CONCRETECURg-464.2 \ \ BC=463.0 1. Boundary information shown hereon per map reference no. 1. (D 0 RIM-466.6' - - BC=464.6 \\ 6i I INV IN=458.5' \ 466.0 SS PVC TC_465.1 WSOp DASHEDT \ ) CO FT 2. North orientation and bearings per map reference no. 1. z .9 INV OUT=458.4' \ 6 Tc= 6" 87 PINE VIEW pRF B = TC=4 5.1 C=464.0 E LINE 456.1 \ BCc 8 FSIp CEMETARY = - - Q5A / \ , / S3.s �ckTopFWq�k 3. Topographic information shown hereon per basemapping prepared by Chazen Companies. J CB- - _ _ �/ BC,4S BLACKTOP DRIVEWAY Vertical datum is NAVD88. LL RIM=464.1' _ _ ' IRF I INV IN=462.1' � R X 466.6 INV OUT=461.9' ' - - =_ \ \ 453'9 / // \ / 4. Objects shown on this drawing with a distance indicating how far that object is from a 0 IRF \ \ particular line, lie on the same side of the line that the offset distance is written. o 465.8X 465.1 BENCHMARK X-CUT ON \ a X LIGHT POLE BOLT - _ -_ \ / X52 /V y \ q5� W 5. The location of underground improvements or encroachments, if any exist, or as shown / a X ELEVATION= 468.25' / ----MILE / �`S. \ / hereon, are not certified. There may be underground utilities, the existence of which are AVIATION RD �iS I _ i MARK 450.4 Q R BC=465.3 s' �v 464.7 25 not known to the undersigned. Size and location of all underground utilities and structures SITE kD -465.6 ASPHALT DRIVEWAY TF-Q I TG- I \ p ti q F� c, must be verified by the appropriate authorities. Dig Safely New York must be notified F loos Iq 4 a prior to conducting test borings, excavation and construction. Lands Now or Formerly of ° GRJH, INC. '� °4s \ Q 449.66 ���ivVN g TSS/=465.9 CONCRETE CURB Book 1420 Page 49 _ \Rss�\ I F o / CBS RO,� 4 6. This survey was prepared without the benefit of an up to date abstract of title or title SW=465.8 9 s wV \ /T 9 report and is therefore subject to an easements covenants restrictions or an �eeFy Lands Now or Formerly of RIM=448.4' i P J Y Y 464.9 Section 302.05 Block 1 Lot 95 < 465.7 °' X \ GOLUB PROPERTIES, INC INV ouT=a43.6�Aa �`S58°43'01"E \ statement of fact that such documents may disclose. BC=465.1 N 87 I / X Tc=465.5 CONCRETE PLANTER w/SIGN I Book 617 Page 674 as 7 „Rcp 131.26' Q MAP REFERENCE Lands Now or Formerlyof a Section 302.05 Block 1 Lot 94 BC= (S58°a 54'E 132'3-KDEED) u O u "BLACKSMITH SHOP" I 45y \_ a / PYRAMID MALL OF GLENS °' =455.9 w 7.3 sT ti CBS 1. ALTA/ACSM Land Title Boundary Survey Lands Now or Formerly of Pyramid Mall of Glens FALLS NEWCO LLC e cgs X e 12., �[2IM=444.9' Falls Newco, LLC prepared for Pyramid Management Group, Inc. 578 Aviation Road" 7 C ��2IM=444.4' LP T p 445.9 C= INV IN Book 1372 Page 15 c. 46 INV ol11777��� 441.6' c °Q 446.0 445.2 prepared by C.T. Male Associates, P.C. dated September 27, 2010, project no. 04.9368 g '76iS4 ^N ASPHALT DRIVEWAY \ Q 6 � � V IIT(yV)=440.9' DWG No. 10-536. SITE LOCATION MAP I Tax Map I.D. No. 302.05-1-96.1 8 \ x�- c INV OUT )-436.0' 444.6 (NOT TO SCALE) \ I LP o v I N06°18'07°E- 6 TC 44664; RF 444 \ u v I 212.91 \ 0 2-, �. M w 465.5 m~ I (N06°16'00"E 213.61'DEED) \ SMH j IRF G Cpm 6� S5104.49' RI 446.7' \ \ 4655 y 465.0 53 F�'E Y0 .77 EED X BC=465.4 INV IN-438.4' -��° � ) 6.7 p / TC=466.1 _ _ INV IN= 8.1' SS azar \ M a I SUNOCO INk OUT=438,V Ip 2 STORY WOOD FRAME& � u m A LAKE MASONRY BUILDING m / I �\\ I BLAKE GEORGE � _ _ _ 442 \ \ "AMBROSIA DINER" z X+ / \\� S o LP �Q \ D COM 1 465.9 c, M 4 6 �I coo ec i f BC=465.0 o + IRF \ + 4„ 9L� 4406S o4 38.8' h IPF 464.4 X \�+ 461.3 ) a4 7z W E 0 S CF tiT 6.. TC=465.3463. x T X440 6.0' 6 6.0' o = SS � / 460.9 4 Tz LNV ri o 464 �I �_ S 6 tiF l 6'STOCKADE NV I,C' SI 438s 6 32.4' STEPS SMH w Ip \ A 0 / / Q A R S z�" + HYD RIM=465.7' n h I I ^\�� 46 6 48. a . 3 �Cp 488 438 T 8 G IPF INV I UT=458' X 4655 a6o.a � NON EXCLUSIVE EASEME FOR < INV OUT=459.7' 0 0 A / X� A� ---V 2 I� BC=437.5 m m \ EHICULAR INGRESS/ GRE Q� H 463.06 F / \ 6'HIGH�CHAIN LINK 460.5 +�_/ I TREES / --_TO AVI ION COAD SBC=436.7 6 GE OW w X FENCE W)fiSTE 4X0 7 BOOK 918 PAGE X T� 4 72 =434.0' CONCRET BLOCK w a63.3� BC_ (�0 442.9 O S CONCRETE WALL 5 ,5 z TC 461.9 BC=461.7 _ - / $` TSB 4�66� h1\ INV I W)=431.1' I 6 6 INV IN (E)= 1.1' 466.1 PAD 464 � g�-462.9 0 / I � rc=461 9 CONCRETE CURB �V �A � �� i� � � � , ' BENCHMARK NUT HEAD INV OUT(E)=431.0' TC=463.1 a6 .30 BC=461.0 �P � � � � OF ARROW ON HYDRANT \ TC=461.4 "�`C / EASEMEN � o. I ELEVATION= 443.03' s X � I I / BC=461.3 / BC=460.1 P 25'WIDE SANITA Y SEWER as 6 449• 11 435.3 cQ•. BC=461.2 / Tc=460.4 EL BOtJNDgRY HIGHWAY HOSTS,INC. / LC CBS 465.6 M� I TC=461.7 0S�' I TC=461.7 GP (T •p- CO 460.74 BOOK 9}8 PAGE 36 D INV RIMIN W) , 4 70 I + T` INV IN(W)=429.0' 4620 / ' / ♦ 434 CINV IN NV OUTS)= 329 2 O I I /� X 460.4 J ASPHALT PARKING LOT SMH I ASPHALT X O BC-46 0.9 PARKING LOT 460.6 SMH I I TC=461.4 X 460.3 �� 439.5 ❑ „RCP 0 I BC=460.9 �� Ix X I L I TC=461 GP P SMH + IZ Io I - 460.37 S so. /' kINV =424.9'+ T / BC-460.4 6'HIGH CHAIN LINK J \ I RIM-4 .9' / / / 3VV IN(N)=4 -460.0 FENCE W/GATE V IN(W) .6' S 1 / ��� INV OUT(E)=424.6' / SMH O I / TC=461.1 BC_ NV OUT(445.6' / SMH � I TC=460.5 aw.11 BC=460.3 � X 0 I I I / 0 LP TC=460.8 G 464.5 I z I 461.5 - VEL DRIVEWAY - J I / X � / �� / I / I k ` Gi R'J m CONCRETE 457.6 X I 01 B PAD X 1. U� °� G �O� SOC 4"�O O n OI Q 456.3 N I ���\\/ cz S LP 4 Lro �I w R„g• o v'0O LL EDGE �I I X JL P 5 435.1 OF PAVEMENT z ,f/ / N 2 STORY MASONRY BUILDING 1 w X 4545 FORMER QUAKER HILXROAD r G� �� / �A "LP I I � / / / 30'WIDE EASEMENT OVER / / / / D GV I vO WATERLINE RESERVED BY + 0TC=460.7 X 459.9 Lands Now or Formerly of THE TOWN OF/QUEENSBURY GV \ I 1 U / TER POST 0 PYRAMID MALL OF GLENS Boo�7 PAGE 237 � � � X � 462.3 434.6 P I I \ N 0 I 461.0 I I FALLS NEWCO, LLC � � 55 T � u 6 N a I �6 Book 1372 Page 15 J 4575 X 3• 3ti ti C;, �3 titi X I i I Tax Map I.D. No. 302.05-1-93.1/ (I�s1°16'00"E424.52*EED) O / / / / / ��� C;41 o 462.4 � N � P NG 2 1/ V 4A 55' C G R3 ti� P/ u1� LP C � I i OLP 51°18'07"E Lands Now or Formerly of ✓�p� �� Lands Now br Formerly of CONCRETE PATIO I / X 458.1 / 4018'0 $/ PYRAMID MALL OF GLENS PYRAMID MALL OF GLENS I / FALLS NEWCO, LLC o �P c+ FALLS NEWCO, LLCM- I 55 y Book 1367 page 97 + 3� I I SMH Section 302.05 Block 1 Lot 92.4 Book 1372 Page 15 I RIM=455.7' 44� Tax Map I.D. No. 302.05-1-97 I o � I INV IN=449.1' / LPd I INV OUT=449.1' as 4 _� A A LO h \ 461.5 I I =459.6 P 4SWALT-GIZTTER �= 5 C=460.1 �_ 0 G' R X I 0 I V U =430.6' g 511 0 G I w 460.1 I + X/458.1 ��� 44� ��� j o X \� 456.7 ___ i �� / XX X LEGEND CHAIN I Q 461.7 = I � a LINK FENCE LP BOL ° Bollard TPED ❑ Telephone Pedestal 436.02 �! �'�� 0 P I / DH j / / 4s 6 /435.70 / �o �O ��c �titi \ G� CIRF o Capped Iron Rod Found BC=432.9 + Top &Bottom Curb Elevation CONCRETE POOL DECK (p 4 1 a3 3 � W101 �� CB ❑ Catch Basin TSB ❑ Traffic Signal Box \ I / 19.2' / ¢ / �y 421.62 BG-427.8 \\_ 433 g 0) BC=458.9 TC=428 - ON �� w X ITC=459.4 - � S BC-427.8 s. 0 0 0 X �� a 2 BOL TC742-8.2 RIP=RAP� tq p'L ❑ Transformer W' DH o Drill Hole TRANS 0 Oi 6.5' - O +427.04 427 92 CONCRETE POOL W 459.9 I / J 7.33 STOP428.36 ti c To FF-463.7 LU X 55 BOL o a �� �'^� ec ®E Electric Structure By Others �S Utility Pole LU LINE ii b1 Z pI / \ T o 0 454.2 • < L a ° `�ING CRETE 42756 BOL o 427.50 WALL CONCRETE z + BOL o an.z8 0 PAD 00 / ml / �e .61 +42738 CONCRETE � ��G/ 4x'90.2 © Gas Structure By Others UPER �f Utility Pole W/Electric Riser LP / ��� ��� OL e/ TC=427.8 IDEWAL AI 1 T a ti T _ Gate Post WSO o Water Shut Off > a BC=427.1 TC_ BC_ Q w ��-427.6 BC=427 BC=427.4 Op ii p C-4 fa V AD _ 428 S '1' �' -4 7.6 GP o ONCRETE / I v Q����� O C C as V 5 TiB� �0 oP� �O � 1 5 J- - - Guy Wire WV O Water Valve PATIO Q g Z ASPHALT GUTTER \ 5-\1 BC-�26. 0 0o P a FF=460.7 PS 6 TC=426.8 TC=427.4 BC 4�6. IPF o Iron Pipe Found - - - - - - Overhead Wires fui� � �- BC=426.8 i P V) CATIORETE / i (51'0" 459.1 / BC=426.2 - - BC=426.0 \ i BC=458.6 0) I TC=459.1 CONCRETE +��5 - _ \ BC=456.5 ;� IRF o Iron Rod Found ss Underground Sanitary Line O TC-42 ° BO T 24.8 Q26 4� G _ r>'o / '3 26.0' SMH I PAD G �, SSE BOL + CONCRETE 2 �� ti�• 13.0' RIM-��58.6' P �� BC=42 8 ° TC=4 5.9 5 4 LP Light INVIN INV IN(S) 50.6' S5y��0 BC=4 Land NOW r FOr y f T4�6.6 ISLAND � 2 '� Pole ST Underground Storm Line 18.2, y Boy ARG T P RAT ON Bc=426.0 / �� ` INV OUT(E) 450.6' g- J0 ELECTRIC ITCH BOX o o g V SMH O Sanitary Manhole UT Underground Telephone Line i 6 �G�R�S 00 ON TC ONCRETE BOL ( K 1 71 P e 3 TC= 24.0 TC=425.1 I SS 6"P C I 0� TC=426.3 BC=425.1 TC=425.3 / x Map LD. No. 302.05- -92. 2 BC 423.5 \ BC=425.7 \\ \ Sign W Underground Water Line SMH J BC=425.9 BC=424.8 / N RIM=460.6' � \ W INV IN=45 .2 LP 460 X I CONCRET 418.6 M INV OUT= 7.2' ° PAD BENCHMARK RAIL / EDWARD F. GARRIGAN UNAUTHORIZED ALTERATION OR o co CRETE ROAD SPIKE IN UP DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. P TIO ELEVATION= 458.92' P.L.S. NO. 49748 ADDITION TO THIS DOCUMENT IS A o N06°05'07"E VIOLATION OF THEN LAW.YORKSTATE TOPOGRAPHIC SURVEY 0 (j 061 q ONCRETE 213.57' 1 EDUCATION LAW. U ATIO i OF ���0 PORTION OF 0 2 STORY MASONRY BUILDING BAR SCALE t f © 2017 AVIATION MALL 30 0 15 30 60 C.T. MALE ASSOCIATES FOR CONNECTOR ROAD � Y CONCRETE �\ � BC=458.4 D� .i� ® APPROVED: WIN URB WITH \ LP 458.4 TC=459.0 . Q w E C.TRANS. 0 1 inch = 30 ft. W Q o I 5 DRAFTED : SMW TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK z °^ I �I� CHECKED : DGD �_ I �� mow' © C.T. MALE ASSOCIATES `L 70� ` PROJ. NO : 04.9368 Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. -�- C7 SCALE : 1"=30' � SHEET 1 OF 1 7v�7 S0 CENTURY HILL DRIVE, LATHAM, NY 12110 . . . . 0 5187867400 * FAX 5187867299 u g0 DATE : MAY 8, 2017 CS. DWG. NO: 17-299