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HomeMy WebLinkAboutBuilding PlansREPORT OF SURVEY >o M V o N W W Gl N. N • 0 SURVEY. BOUNDARY & TOPOGRAPHIC 3 a o, N¢ C W o v H 10 c v TYPE F za N II N_ .. ar o� X c _ Z5 `�..'. 18in - X XIS • 20in D. _ O V INTENDED USE 'PERMITTING. '� 1oaz ¢ _.J u jj, � -a I Bin :. ll.2 Existing building F O a) N 0 Q> O • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTH IZA� ON L.B. 4644 co� I 2m i655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA Nl 32960 a o e .2 M 12 x 8:7 10 s �` :,. " nua0 ai PHONE (772) 564-8050 FAX (772) 794-0647 k12 a o:7 O o� I \ ,32, 3 2in11a TRACT L-5 Q"� a o, • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGN TURF AND THE ORIGINAL I \' 3o DRAINAGE EASEMENT as aA o 2n BUFFER AREA 2MAY= = ¢z SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADD ]TONS OR DELETIONS TO W X ns lo.a % ++ ^ x73:25 Bin THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER AN THE SIGNING PARTY (n loin 20 H OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF E SIGNING PARTY OR +2.ez \ FD. 1" IP t16 ` Si . LLtN1 (�4LWMNjYs d61 �il$h14�1 PARTIES. \ i8i "l2RA 13 . " , , " p 7 NO ID 2 X12 43 - 7 n 1y' 0.6' NORTH 11.9 S89"53 48 E 459.92 (M) S9 0000E 459.9 (P) 12 X 12.8 •THE HORIZONTAL ACCURACY OF THE MEASUREMENTS OBTAINED MEETS OR EXCEEDS \ \ , THE REQUIREMENTS FOR THE TYPE AND EXPECTED USE OF IS SURVEY. Uj I \ \ 2 X tt 9 128 X 11.3=9 6= X ,ae • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEA RES (SIGNS, INLETS, ,�' I \� \ X 13.0 X 14.8 ISO X i+s VALVES,' MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS A O SIMILAR FEATURES) --+ \ 3.37 A/C PAD u.2 WOOD N X 13.5 X tz.3 HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MIND 0.2 FEET. -►.I I \ X 17.5 36 ^ ELE�= SIDEWALK M 12.3 \ X 12.98 X 12.8 13g ?. 13.85 m h vs X' 735 01l/ �- Qil/ • ELEVAiIONS OF WELL -IDENTIFIED FEATURES CONTAINED 1N IS S FEET AND MAP ( \ a1 HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACC RACY OF PLUS OR U n 12.5� ° ?s sd N ZX 14s 2 X i 0H MINUS 0.10 FEET. f"� I \ \ 4p6o° m a ,4' 3agp f >s3r WOOD + OW is5 X13.z X 13.2 Bs \, X 14.0 A-l .a2 1�" 12.0 '`°i. 13.90 STEP mR' 30� ELLEC PAD • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DA 11X5/19 Q I \ \ 3.94 3y � 13.46 13:94 13. \ 14 42 73.90 X 13.5 12in •THE BEARING BASE FOR THIS SURVEY 1S AS FOLLOWS: \ \ x 9' 0 011 3S n A �� 'X t3.4 A) ASSUMED TO MATCH PRIOR SURVEY BY OTHERS OF ADJOINING PARCEL; A k 1299 \ X 13.7 s3 ye 13.s X a� �� �� 4 .4. 1 .e �� pW 14.11 w. , c1 .0 �• lg a9 A '� 9n, �.0 X ,3.5 1 X 12.3 B) NORTH LINE OF SUBJECT AREA; 2so A h A c PAD g, F y' 197.21 C) THE BEARING BEING S8953'48"E.. R \3,210 8 X 12.0 A X 13.2 X 12. OJ� 13.88Z00' �h L�V=r3. s\ • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGH -OF-WAY AND/OR \ .', . . o1 ` y $ 364 Xi3,3 1 OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE 'Fp�9 3.51 0 22. '3s y X14.9 X13.0 X12.6 13.22 �i \ OPtNION JS EXPRESSED OR IMPLIED.: \ \ arts38 ''M'as2 ASPHAL3.s13.9THIS SURVEY DOES NOT CERTIFY TO' THE EXISTENCE OR LOC TION' QF ANY \ \ X 13.25 a 13.43 ,TE 3s \ FOUNDATIONS UTIUTIES, UNDERGROUND ENCROACHMENTS OR IMPPiOVEMENTS EXCEPT \ 12113 \ /?32 " �� >s34a P AD � ��/ t \ ^. AS SHOWN. \ \ 1350 13.39 14.14 •L�a JC 13. 33 7z X.75.8 \ ' X iZ2 X 13.7 nri Cj \ 2B Ein . THE PARCEL OF LAND SHOWN HEREON ISLOCATEDIN FLOG ZONk' X PER FLOOD 22s \ \ 73.66 15.38 13`39 �� 13.20 x 1319 X 13.4 X 14-0 \ \ X ,2 0 8io INSURANCE RATE MAP 12111 CO408H, DATED FEBRUARY 16TH 2O12. \ \ X 12.9 13 334 3 SIDEWALK K13.07 / , as A \ 72.13 13.18 13.13 A '.M X 73A X 12.9 X 12.6 728 12.56 • UNLESS A COMPARISON IS SHOWN PLAT VALUES & MEASURED VALUES ARE THE \ \ 30 M 9 5 w ^ 3�2 X 13.38 1314� o m ^ 0 1d0.2 X 13.1 MAINTENANCE \ Bin SAME. 11.8 X \ l.; Q i "1 bh o o� o GA TE 73.09 \ \ \ \ \ X 12.7 sd `i o �i n '? ' �' • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN \ Z✓ n AREA 12.98 l3.58 13.21 y 12.87 \ ACCORDANCE WITH THE STANDARDS. OF THE UNITED STATES. � ,13;4 ASPHALT 129 \ \ 1z63\\ ,ti9ro Xn.6 1(13:z4 Xt3.za 151,485.7 SQUARE FEET • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF i" 30' OR SMALLER. \ 6% ' e \X12.47 12.10 � j3, , '�. as1ti99 >2a' 1ry- 1ry12�o 3X 3.8 • THE WETLAND LINE SHOWN HEREON WAS PROVIDED BY EW C NSULTANTS AND HAS 0� " R sjr yGy2.92 125 AIN LINK FEIyCE 0q� 1 83 NOT BEEN FIELD VERIFIED BY THIS FIRM. / \ X13,9 j �12.76 2.4 - 12.79 X12.7 PAVER12366_-' k SIDEWAUCX 13.1 X12.99 12.52 w\ 0\5 \ \ O\-2��0�\ 12.99 12.41 '126 �. V 10.76 X12.4 �(1299 \ ` . moo'`,'. \/ ASPHALT ". �s " X,2.7 G{,ql X,2.a. R /" �. ) , �, rn N UNK FENCE PARKING - ? >72.8 X Q \� /`r \ 12.89� 12.1 X1 1268 X126 \ \ \ LEGAL. DESCRIPTION ION \ELEV TE BENCHMARK O y 722 X it5 72.53 X 12.4 T IRC k �� 32 ' 5 7 , 12.7 X 4644 h T"2 - '`ti / - 7 7.5 L5� MAINTENANCE AREA, HARBOUR RIDGE PLAT N0. 2, ACCORDING TO =I1 56, \ \7 \ 12.63 F - �C 12.51 \ THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGE 5, OF\\\�� THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORiDA. 7� 12.59 12.23X 11 80 L=359.11, R=875.00 h12.s214 A=02330'54" o^ m m a X 12.5 1z z (PLAT)1.5 BENCHMARK NOTE: \ \ sX 12.5 1w, THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE ,._` . i2�.: 12 7 '.v0 wNORTH AMERICAN VERTICAL DATUM OF 1988. ELEVATIONS ORIGINATEs"X+2.8 FROM NATIONAL GEODETIC SURVEY BENCHMARK FCE 2129, ELEVATIONX12.s\ ` 14.41'. SITE BENCHMARK IS AS AS SHOWN. \ \ 1` A6 %� X 12.8 AO 1 12.48 X 1,.8 12.36 J/ t CONCtRETE *< 10. - \\ \ AD XJ2.2 +1ry8 A7 `, �%}j tF.� S yt�„w" GAS, F1 1 .. .t s. . � `b ..?s �"' \ V • \ � \ , d. N�� ¢1 ' !..t \ yx709 11.5 m. 12 h9 /2.50 FD. ICI X12.6 r nnc c ,�i. i>zr -,/F '',.y' £ ' F .` ., . .1 1,.85 \ X i+ 8 NO 60 - X 13.2 A�\"" \ din L=359.11, R=875.00' \ 12.z1 p0 02' soup x,z4 n 1229 \ S CHB=N30'48'09"W, CH=356.60' - 11,30 n.84 h0•' �g„� \ \ 0.9 A=023'30'54" 0�' (MEASURED) FD.�NAa ✓. t 6I �t t I,n, " k`i{ v P e Q VX71� D X t�gr V : 1 ` ��, X 72.7 723 X CHAIN LINK FENCE X 73.0 731)( 122 11.91 \X f2.31. -�•• 725 :.rnaTst it \ x 11.4 11.67 \ 12X �jJ .\ 8in 12 ��/ \ 12.51 / L X 11.8 ASREWAVONS AND SYMBOLS \ (/ &12.12 LB LICENSED BUSINESS \��\/�JO� NO. NUMBER OAK (S SANITARY MANHOLE SIGN \ RIW RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE 0 DRAINAGE MANHOLE LIGHT POLE 2.2y \ X 11.7 P.U.D.E PUBLIC UTILITY AND DRAINAGE EASEMENT 0 12.1 FO. FOUND PALM OO WELL 0 MAIL OR PAPER BOX \ \ X O.R.B. OFFICIAL RECORD BOOK \ \ X\z:35 y P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT • COMMUNICATIONS BOX w \ SHRUB 12.36 P.C.P. PERMANENT CONTROL POINT wv O CABLE 7V BOX \ J BM BENCHMARK MAPLE WATER VALVE \ O F.F. FINISH FLOOR s CT), POKER POLE ELEV. ELEVATION °gyp WATER METER R RADIUS CITRUS � ELECTRIC BOX A DELTA CLEANOUT UTILITIES SIGN y I.D. IDENTIFICATION ELM ® CATCH BASIN MONITORING WELL SEC. SECTION ® CURB INLET TWP. TOWNSHIP MISC. TREE RUV SV RGE. RANGE N REUSE WATER VALVE SANITARY VALVE "J CH. CHORD BLOW -OFF IRV CHS. CHORD BEARING N IRRIGATION VALVE OT TELEPHONE MANHOLE (C) CALCULATED © PULL BOX (M) - MEASURED ® YARD DRAIN ® POST WOOD OR STEEL /. (P) PLAT Gv GAS VALVE IR PROPOSED DRAINAGE 0 CONCRETE POWER POLE DEED IR 1/2" IRON ROD P9gT"" FIRE DEPARTMENT CONNECTION TRANSFORMER PAD IRC 1/2" IRON ROD AND CAP (� SEPTIC TANK / Q3 IP 3/4" IRON PIPE �� ® .STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT ® TILE SURFACE pp° REUSE WATER METER 'W SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DiSK � CONCRETE SURFACE A/C AIR CONDITIONING PAD -6} SOIL BORING [9. 9 PROPOSED ELEVATION P/E SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR -,99 EXISTING ELEVATION � BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR CER TOED TO 1) HARBOUR RIDGE COUNTRY CLUB 2) LUCIDO AND ASSOCIATES 3) MASTELLER & MOLER, INC. \L}�• 2n \ \. X13.0 \ X13.2. 11.60fi.61 1 11.21 X\ \ �/ x 19.2 X 13./ 11.4 : #Z \ yw-„� 1.06 \ 1,.38 � WETLAND LINE os 7E \ Im OTHERS � to �N SEE SURVEYOR'S REPORT X n:s 4001, \ \ 1 X 11.6 2�jCO�9.6 \ \ X11.0 X 77.z4X� 10.96 1 W 2. W-3 °V k Gam" 10.0 X \,, X 10.5 L3-w 4. `AW-5 X 9.6 ' ��l G� 4? \ WETLAND w-6 D. IP N NO 10 0.6' NORTH n v v its X 1;s X 10.6 12.7 N W Q Rl 14.2 i A5 FD. IR NO ID W-14 06. Q 2 d C M vNj e � c�E •1I � � J m OgNOCO 7 �^ NMI Q N� `� 9` s,�i R ;; w F.41 h`µ 6591.E Sr 1 316119 \ WITHIN PROPERTY \ \ 1 N SCALE f CET N0. 0.75 X 10.999 1 OF '1 10,83 rlLE NO. ® \ 7541' \ DRAWN BY IR BMM \ 9.8X NO ID 'b e� 0(� �I2%%I \ U APPROVED BY SITE BENCHMARK \ \ X 10.4 SET NAIL \ . Xlp) DMT ELEV=10.88" »>CCC71.1°. s R `,�r 10.89 \ 0 1 `O V rw DRAWING NAME 7541.11w FILE Cop MATCH E IST. X / / m / FLOW INDICATOR RING" IejS.' ' j�/ R1-1"STO -SIGN PUMPER CDNNECMON FACNG THE STREE' ,. V MAX W/24 i11tID i / /to NaT 4) a / /�/ STE BAR STICK/ BURY LINE^»,. / Cot CONCRETELLA FI.....NISH WADE rrrH ACRE ...-. II,. : / // �,' �/ 13.7S s MAX x 35'R X RESTRAINED HYDRANT. ' MATCb'EXIST. SEE TYPICAL VALVE CONNECTOR PIPE (`,s 13.79 : /' / " / M BOXDETAIL C-07 • NOTES #2 AND # , DRAIN / //' / CCSNS*-M.E.S. / 2N HOLE PLUG /i ,-INV.w 0.8 MAIN ilk ... ...... �..�.... .. / x r Paw TEE/'�/?116 �„!13.44 1332 13.44 0 //' N x 13.3 'hYARNES SEE. NO'iE #Bl - /x X / // 13.15 13.3 NOTES,/l I, HYORNM SHALL BE INSTALLED IN ACCORDANCE Wrl-1 ANSI/AWNA CMD, THE HYDRANTS SMALL BE PAINTED BY THE MANUFACTURER WITH 2 CC95 (MIN,). x a 1.3.00 �3�2. R. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SWAtES OR AT HYDRANT LOCATION, CONST. FIRE HYDRANT VERTID . BENDS OR OFFSE 5 ARE INCLUDE) IN N-T aRAW ASSEY BLY. AU. BENDS MAST ASSEMBLY (HYDRANT NOT ��� �F 0 a RESTRAUNED. DRAWN TO SCALE). �. „, �' .�� "^ .. 12.8 B. CONNECTOR PIPE AND ANY VER TICAL RTICAL ®ENDS SHALL 14AVE AN ANDI-DRINK 7FATURE 13.1 (SEE PORT ST. LUCIE �/' �/• 3 / M 12.84 BOTH ENDS SO THAT WHEN USED WIT,4 M.J SPLITGLAND% A RESTRANED ,UANNT IS PRCVIDED, ETAIL W-06 ABOVE.-'* � /' �� zs CONST. A.D.A. RAMP / x 12:1 MAX. SLOPE 5 4. Via -EN INSTALLED WITH SIDEWALK OR CURB, PROMDE MIN, 2 FOOT CLEARANCE 4 ANY PORTION OF � x 9 THE HYDRkN-, UTaiZINO THE SIDE LOT EASEMENT IF NECESSARY.��' �;� m i�N � m � .O � CONST. S-2 13.E 5. A GATE. VALVE SELL BE INSTALLE3 WITHIN 2 FEET OF THE. (FIRE'.. HYD T. IF" DISTANCE FROM o. � o ��•��"� / � "^' TYPE "C" INLET THE WATER MAIN TO THE FIRE HYDRANT IS GREA ER THAN 20 FEET. A SECOND GATE VALVE S•#ALI. M � � / " � � x ti 0 12.63 GRATE=12. BE INSTALLEDTHIN 2 FEET OF THE MAIN. ��' �� .� X k a INV.=8.02 0 �� MATCH EXIST. Sk N 6, ANY UYAII045 FROM THE CRITERIA ABOVE REiMrt(E A WRITTEN RECOMMENDATION FROM THE � �� X n a 1�ry x ENGINEER-CF-RECORD AND WRITTEN APPROVAL BY PRUSD. ��� .�� � �� .m N X X133o. CONST. 5 WID tu«pxux cnmxxxucrxan saraawAn Tart .uu,tr-nr ���' CANT: 128LF 18" RCP CONC. S EWALK " 0 13.2 0:18" ti Fi CPOO YOY' X1UP WORK L C Ne FIRE' HYDRANT ASSEMBLY aA1c�fMs � � � �' / " � M CO F -1 RBi' 4.7 PC" UM LUCIE, ft U182 an',Jw.SI eia.'R O i �. � I � Ni "'� � BO ® 0.45%a- .xElf,2EF3E4EEPAX (T2IE�.E.� 13.03 13.1 12.76 XX X x 3.28 X^ n x ,(PLUGGED) �' 1�� 5 96 WOf 'CONS��35LF 187 RCP O ' o � V x /" i��4 M � / � W/ 12.95 1 1 CONST WQO� C�6. 8% CONTT. M.E.S. " 1,° 12. / % _-CONST 2" PVC FORCE MAIN TO BE USED FOR PHASE 2 ,ONST. 2" RESTRAINED 45' CRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I rich = 20 rt. BASIN 6 LAKE 5 C.E. =7.99 NAVD 88') EXISTING MARL PATH INV.=3.80 14. 6 - CAP 2" FISAWCUT CEMAIN x �CONST. 170LF ^ I " I b CAP ® 2.48% 4.86 CON T. *EW x iT. NE WOOD LANDING m ) RAMP Q.D.A. H NDRAILIS AND INSTALL INV.=10.3 _ 13.53STAIRS W HA x v� 12.81 TYPE C'S INLET 12.89 x 13.00 WT. S EW ALI CONTRACTOR RESTRAINED TEE /MATCH EXIST.--,_�- / O GRATE=12. 0 m CONST. 5 WIDE ` ��"� VERIFY LOCATION CONC SIDEWALK 13.5 NV.=8.75 E 48 15 xr �^ iNV.=8.25 ((( 4 .07 15.96 6b //, 13.14 3.55 . / I v 13.40 13.15 O x x "- 3 72 F �I�,%' \� CONST. 2" WATER BACK SERVICE CONST. M.E.S. R1-1 STOP SIGN h ' CONST. NEW irk-/^h a �� x N FLOW PREVENTER �NV.=10.20 13.5 ZA W/24" WIDE CONST. A.D.A. U2 MP ^ 6 3. 13 WOOD DECK 15.9 /f/-- / o o. 12:1 MAX. SLOP W HANDRAILS p� ^� " i THERMOPLASTIC N 13• a NEXIST. GISEVATED k EXIST. 2 PVC i -� M 15.55 4 k / STOP BAR 12.69 �\ WOOD DECK TO REMAIN WATERMAIN „ 13.35. 13.10 1$.02 » N' 'M c 13.83 13.5 4.,} � 13 ,35, /� •/ CERIFY LOCE / 4CC 4\ / CAP 2" SERVICE CONS% 2 1" ERIFY LOC/ /'F^ a ' RESTRAINED TEE m 12. 3 13.45 4 YA'' � /'�... /, -- 96 /O�f & 1" R TR\AINED 13.23 x x 12.84 EXIST. WOOD s k < J�J'� ( 45 FITTIN i 13.35 STAIRS TO REMAI M 13.94 \�'F� �0�� s+ X 13. k 3s CONST. NEW 13.11 3.50 s.,o M 13.yti hkXlasl OA.DAMHANDRA 66 W% L ! 13. 09X " CONST. 5.5' WIDE 7' vM x- CONC. SIDEWALK X✓' /� a �x °X \ 0 4 1307 "1 / M 13.90 / \ IVCONST." 13.83 CONST. 5' WIDE X 13.29 CONTT. 1 15LF 12PVC ®' 0.35% X x / IxI�. 1 CONC. SIDEWALK CONST. 1 PVC WATER I 13.91 �} e8 N N 3.00 M m � ( SERVICE TO PICKLEBALL 13.79 0 _ N " //X WATER FOUNTAINS 12 j3VP x N x 6 - x ' EXIST. 2" PVCOld garage area N sae F - F,24 13.97 -- Y12or x a3 - ------X'X REUSE MAIN X ^ a i _X x - -r-- r----- x s" µ 9 �I °� v x 14.1 X M M X 17 95 11.9e CONST. YD-3 h 14.15 C l 9� -� 12" INLINE DRAIN m. GRATE=1152:80 X 1 m .� X CONST. 1" 90, x X X M x x v O to x 13.20 13.20 Q M \ EXIST. DOG PARK X M a WATER FOUNTAIN- 13. 0 >< m N. X N� N 13.00 \ X x Lt. \ N 00 N in \ \ 00 12.83 CON T. EW ICKLEBA L \ \ \ z COU1 TS TYPI AL) x SEE SHEET C3 Ry Uu> e , �: ''. dAW xEr K ■ ■ . - ,a,. �`"'a-�•"^-. .e: ezJYa _.--k..---�4G.�QYF ., 5 ,�1¢sPT ",.S#rT.'.il •.x.V�v-i .^�=i�%.rFd"�2nw n,.� n...itia, .. ^,:r . cei-3a/rtYx.. .. ,.-x `,,.. .: ..,z. nP_. ..,, .o-i'��exE.�+'n �G^LCQia. _a. M MASTEL w r R, - E. $s FulnEDnn M c�oa�t�d4oac� Qac�oaQQa i. 12/2/19 ADD PAVMG' PETAL & AREA OF RESCLE ASSISTANCE SH/SEM MR !;LC COMME NT31655 27th STREET, SUITE 2, VERO BEACH, FLORIDA,- 32q 0 T Dr � N T E R I, '' �,'" IC NO. DATE �scRVTION PR/APP (772) 567-5300 / FAX (772) 7q4-1106 �.,> I " °' CERTIFICATE OF AUTHORIZATION NUMBER 4204 REVISIONS ST. LUCIE COUNTY ONST. M.E.S.' iNV.=10.90 OLq 18" RCP 8% CONST 2" PVC FORCE MAIN TO BE USED FOR PHASE 2 / / X yy/ X o! 3. 0 " X CONST. 2" 22.5' RESTRAINED FI NG X MATCH ISTING ELEV. 1" 90, Title to all documents which bear the copyright or Hosteller & Moler, Inc. is vested DRAWN SH OEsi2loo SH solely in Masteller & Moler, Inc. These documents are provided to the owner solely n aFfeKW SEM connection with this project. Any other use or reuse or these documents or any pAM 9/19 reproduction, display, sale or other disposition or these documents by anyone e. expressly 1 "=20' prohibited without consent or Mosteller & Moler, Inc. pursuant to the Federal Copyright C2 of C6 Law. ©2019, MASTELLER & MOLER, INC. S T E P H E N_ 1 M O L E R, P. E. F L# 3 319 3 ��T Ho- 1962