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  • 665 Carroll Street Llc v. Board Of Managers Of 667 Carroll Street LlcReal Property - Other (RPAPL 871) document preview
  • 665 Carroll Street Llc v. Board Of Managers Of 667 Carroll Street LlcReal Property - Other (RPAPL 871) document preview
  • 665 Carroll Street Llc v. Board Of Managers Of 667 Carroll Street LlcReal Property - Other (RPAPL 871) document preview
  • 665 Carroll Street Llc v. Board Of Managers Of 667 Carroll Street LlcReal Property - Other (RPAPL 871) document preview
						
                                

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) OUN INDEX NO. 512951/2024 NYSCEF BOC. NO. 2 RECEIVED NYSCEF: 05/15/2024 EXHIBIT 1 = INDEX NO. 512951/2024 " NYSCEF DOC. NO. 2 RECEIVED NYSCEF 05/15/2024 BORO_LAND_ SURVEYING, P.C. \) ((“zzozzist N / \ YARD YARD CONC. CURB x. _—x—x— CHAIN LINK FENCE UTILITY POLE EL.=75.36' 20°: EL.=75.62' 130° EL.=75.04' £L.=74.96' | 1 (x) YAR, YA RD YARD EL.=75.00' DRAIN - EL:=74,90' EL.=75.00° w@: EL.=74.87'~4F FENCE ON CURB WOOD # CHAIN LINK: (CONCRETE) FENCE ON CURB ais ! EL.=75.06' EL.=75.30' TO ® OPEN PORCH CELLAR, METAL | Fe @ 2ND - GTH DOOR (TYP. “ily FIRE ESCAPE [Drie escare PLAT. EL.=76.52'] IN COMMON fp p oe. O (TERRACE @ ROOF) AREA=2,000+ 5S) FT 4 4 4 FLOOR ELEVATIONS FOR STORY © STORY STORY No. 665 CARROLL STREET @4th FLOOR El 109.90! @3rd FLOOR El 99,71" @ 2nd FLOOR EI 69,30! BRICK BRICK BRICK @ | st FLOOR El 76.46 @ CELLAR EL.= 70.65' (BROWNSTONE FRONT) (BROWNSTONE FRONT) (BROWNSTONE FRONT) No. 663 No. 665 No. 667 2 ROOF CORNICE ix ROOF CORNICE ELS 12! ELI to, PARAPET EL.= 125.23) ste aoa 20" UNDER 0} 130° 0 EL.=75,14'-~J {CONC,) EL=75.58' £L.=70.724 ¥ Sut, SL877.77 4 CONCRETE STEPS 5'-62" ON ST, SIDEWALK IRON FENCE 5!-1" ON ST. CONC. CURB 5 NST, ges FIRE Brrce STEPS DOWN IN ST. GAS ® tvorant STONE CURB. aan ® Lise DIA, TREE. TOP EL=72.60' (25') TOP EL=73.74' (25') TOP EL=74.37' | fl TOF EL=74.87 (25') BOT. EL=74.50' TOP EL=75.70 (25') TOP EL=76.50' BOT. EL=72,50' BOT. EL=73.47 BOT. EL=74.03' EL= BOT. EL=76.28' + HH LEC. }-----——------- 170-9" or WATER MAIN (NOT TO SCALE) 8" Peal iote ¢€L.=72.87' ¢eL.=73.67 LeL.=74.47' ¢et.=75.02' ¢£L.=75.61 ¢e.=76.44' ¢ oO e o —=— FLOW So @ C o So TOL Rt IW. tLn5B 82" MANHOLE TO MANHOLE 137-3" RIM EL.=74.74' INV, EL.=63.29! MANHOLE TO MANHOLE 133-O"= 5" COMBINED SEWER a RIM El 92 INV. EL.=67.67 GOOD ASPHALT ROADWAY TRAF FI C——o TOP EL=72.72 TOP EL=73.53' TOP EL=74.20' TOP EL=74.74' TOP EL=75.60' TOP EL= 6.41 BOT. EL=72.40° BOT. EL=73.30 BOT. EL=73.94' BOT. EL=74.46! BOT. EL=75.27 BOT. EL=76.03' CARROLL@~» STREET ARCHITECTURAL SURVEY NOTE: TO PROVIDE CLARITY, CERTAIN DIMENSIONS, FEATURES AND/OR LOCATIONS ARE NOT DRAWN TO SCALE. CAUTION: BEFORE PERFORMING ANY DIGGING OR DRILLING ON THIS SITE, IT IS REQUIRED THAT SUBSURFACE SERVICES, -NOT TO BE USED FOR STAKEOUT OF STRUCTURES INCLUDING THE UNDERGROUND MAINS BE MARKED AND IDEN- C8 ANTHONY MR TIFIED BY THE UTILITY INVOLVED IN Sane WITH IN- ‘OR ADDITIONS TO THIS DUSTRIAL CODE 53 OF NEW YORK ‘SURVEY IS. AVIOLATION OF SECTION ‘THE NEW YORK STATE EDUCATION LAW. COPIES SURVEYED I)ALL ELEVATIONS REFER "NAVDES OF THIS SURVEY |THE LAND MARCH ete eae 7, 2025 ee 2)UNDERGROUND UTILITY INFORMATION SHOWN WAS OB- NOT BE CONSIDERED TO BE A VALID TRUE COPY. TAINED FROM VARIOUS COMPANIES AND CITY AGENCIES: ‘SHALLRUN ONLY TO THE PERSON FOR WHOM THE AND IS NOT GUARANTEED i ACCURACY OR COMPLETENESS. ‘SURVEY IS PREPARED, AND ON HIS BEHALF CONSULT CONSOLID/ IPANY AND BROOKLYN UNION IMENTAL AGENCY DETAILED NPORMATION ON THEIR RESPECTIVE SERVICES. AND 3)THIS [S TO CERTIFY THAT THERE ARE NO APPARENT STREAMS TO THE ASSIGNEES OF THE LENDING INSTITUTION. NOR NATURAL WATER COURSES IN THE PROPERTY AS SHOWN TO ADDITIONAL SUBSEQUENT OWNERS, OF NE ON THIS SURVEY. BLOCK: ss ZEON F. ac LOT: _ SECTIO. TN ¥ fi Oy f) O)7 BORO LAND SURVEYING, P.C COUNTY: a Ai ® A 3535 COURT STREET DWG BY: rHONY BROOKLYN, N.Y: "231 CHK’D BY: U MUSCAT Ls. TEL. (718) 624-BORO (2676) = EMAIL: BOROSURVEY@GMAIL.COM 4) ee