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HomeMy WebLinkAboutCT 83-01; MONARCH VILLAS; HYDROLOGY STUDY; 1983-10-18c"T 3-°1 W .. . . ,, •. I91._ CAL54 T4cJ 83-f -83 H . •...... .. - CirY off .4I-SSA 0 - - - - CIf of: c454o MA6T5I l74/Af4 - - - I - -- -- SA/JLYEo GooJr1 c1hvo s!i - - - - AJ 0PoCi,D MA/ VA - - o& . . .. . . - N oLo -r cfri - - - WAEH' 5 1W4' 0.15 - - - - . . i.• ,.056 7'/6/rb7 CA• - - - ry'e - 4 -- - - - - - c1176 MULr' Lii1T' - ç= 6.70 • IA /kr LQOS S 5; L 4/JAG sJ' S • . AzFA - - ----- C070 I: 2.6'%r I 4 @7o)(3 4)(3.L.)(I - o (Oi7oX3i 3Z)( cc&) 1148d- -5 -5 - .1! 5 Q . • 4 t8 S S • .5' tOC GASEAz TgX1r B3-1 - - - - iô OC-T 8 3. seria TU Cco) - - - - .Z0: '4G41r lfl/ ' Co %r 5t/kr 44 (i try ' - 2 It/vi f- - - - - - - 1 - - - --- I. 41c - - - - - - - -- I-- - A 7L IOi1igj C=o7o -- - 44 d, - - - çO-iô)(z X0stcO(l oo) oz4 4Z55417 774cr93-/ '.0 67 73oF DOO y Sfl)b - - - CO7O - - 3 'Is - 2; 3 zoo- Ca 4 )(O 0,73 - - 006) . . . i2c4 0, 70 -- - -- r 41Ar C9 (O79)(fS)QZ/)(/oo&) L 4 k'i c::7o zoo-- .• - .. .... - - - cjgtac 77ct 83-I - /ÔOGT 83 - -. HyooLOGY.srer .,. AA1)3 TOii - (070 in ZS %I) 2 a &r Q - oo 70 - - &4 d-4 - S) DOI ®Iu ® = 345% -3"/ i29, 'c 4)(34ô)(/oo&) h C7 34.7/ - 4• /oiil CO 4 P) hl -wT 3 4c'r ...ç z ',. 04 c4 .. •1 I o V - . - - - - - 64 5540 T4T 5H567 OF Sb( 0 . 0 ç - (c o)( 45)(O zz)(i o08) o 90)(3 '5)(o. .. •. .• :... • .. , - ©AV64 7 - )(3 4s(a 7)(/o) = 2C7 9 0• :. ..•. ................... /oS -- - Q (Ô.54)(/oo3)Z/G . 0 .../.5 c 55)(2.(X?/.3)(f,00a*- Id5 00 .1 • .......... •0 • •. 0 • 0 - • 0 00 00 0. 0 CIRCULAR PIPE DESIGN (D) DIAMETER OF PIPE(inches) = 24 (Yn).DEPTH OF-FLOW(inches) = 24 (5) SLOPE OF PIPE(ft/ft) = .0486 (n) ;ROUGHNESS COEFFICIENT = .013 '(Yn/D)REtTIVE DEPTH OF FLOW = 1 (A)' AREA OF FLOW(sq ft) = 3.14159265359 VELOCITY(ft/sec) = 15.07475121889 (.Vh) VELOCITY HEAD (ft) 3,913163451267 (HR) HYDRAULIC-RADIUS(ft) = .5 QUANTITY OF FLOW(cfs) = 49.87200180683 S lb -t 5/Icr. IO:F/Ô K F?oi,SITA, 'kUo 4 to,,•• CIRCULAR PIPE DESIGN (D). DIAMETER OF..PIPE(inches) = 30 'CYn) 'DEPTH'OF'FLOW(inches) = 30 (S) SLOPEOF PIPE(ft/ft) = 2.63010899E-02 (n) ROUGHNESS COEFFICIENT = .013 (Yn/D),RELATIVE DEPTH OF FLOW= 1- (A')' REA OF FLOW(sq 'ft) = 4.908738521233 VELOCITY(ft/sec) = 13.55134312253 (Vh) VELOCITY HEAD(ft) = 2.851535720877 (HR) HYDRAULIC RADIUS(ft) = .6249999999997 QUANTITY OF FLOW(cfs) = 66.52 tO CIRCULAR PIPE DESIGN (D)' DIAMETER OF PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 30 (S) SLOPE OF PIPE(ft/ft) ' ' 1.49370444E-02 (n) ROUGHNESS•COEFFICIENT = .013 (Yn/D)RELATIVEDEPTH OF. FLOW =. 1 (A) AREA OF FLOW(sq ft) ,=' 4.908738521233 (V) VELOCITY(ft/sec) = 10.21239974041 (Vh) VELOCITY HEAO(ft) ' = 1.619458205868 (HR) . HYDRAULIC RADIUS(ft) = .6249999999997 (0) '. ', QUANTITY 'OF FLOW(cfs) . = 50.13 CIRCULAR PIPE DESIGN (D) DIAMETER OF PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 16.72023671998 (S) SLOPE OF PIPE(ft/ft) = .02 (n) ROUGHNESS COEFFICIENT = .013 (Th/D) RELATIVE DEPTH OF FLOW = .5573412239993 (A) AREA OF FLOW(sq ft) = 2.811964774906 (V) VELOCITY.(ft/sec) ' = 12.34368236422 (Vh), ' VELOCITY HEAD(ft) = 2.365939352621 (HR.),.. HYDRAULIC RADIUS(ft) = .6672390019041 (0) .QUANTITY OF FLOW(cfs) = 34.71000000082 . Mb VA 'L CEO. c%j4 LoQ 'CIRCULAR PIPE. DESIGN co).DxI11ErER OF PIPE(inches) (Yn) DEPTH OF FLOW(inches) = (S).SLOPE:OF PIPE(ft/ft) OUCHNESS COEFFICIENT = (i/D).RELATIVEDEPTH OF FLOW = '(A) .. AREA OFFLOW(sq ft) = (V) .: VELOCITY(ft/sec) (Vh) VELOCITY -HEAD (ft) . = .(HR) HYDRAULIC .RADIUS(ft) (Q) QUANTITY OF.FLOW(cfs) 18 18 4.04404073E-03 .013 1 1.767145867645 3.780106737257 2218820954202 .3750000000001 6.68 CIRCULAR 'PIPE DESIGN (D). DIAMETER OF PIPE(inches) = 18 (Yn) DEPTH OF FLOU(inches). = 18 (S) SLOF.E: OF PIPE(ft/ft) = 2.30209726E-03 (n) ROUGHNESS COEFFICIENT = .013 (Yn/D) RELATIVE DEPTH OF FLOW = 1 0 (A) AREA OF FLOW(sq ft) = 1.767145867645 (V) : VELOCITY(ft/sec) = 2. 852056580206 (Vh) VELOCITY HEAD(ft) = .1263078685822 (HR) HYDRAULIC RADIUS(ft) . .3750000000001 0 QUANTITY OF FLOW(cfs) 5.04 CIRCULAR PIPE DESIGN ri (D) DIAMETER..OF PIPE(inches) = (Yn)DEPTH OF F LOW(inches) = :(S) SLOPE-OF PIPE(ft/ft) = (n) ROUGHNESS. COEFFICIENT = '(Yn/D) RELATIVE DEPTH OF FLOW = '(A) AREA OF FLOW(sq ft) = (V): VELOCITYft/sec = .(Vh) VELOCITY HEAD(ft) = .(HR) HYDRAULIC RADIUS(ft) = (0) QUANTITY OF FLOW(cfs) = 18 3.11354112384 .26 .013 17297450688 .2042503741181 17.08687200801 4 533558928852 1587269432699 3.490000000144 ?2P& 4-o4- '+o (LILr cr 'Z CIRCULAR PIPE DESIGN (0). DIAMETER OF PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 30 (S) SLOPE OF PIPE(ft/ft) = 3.18486792E-02 (n) ROUGHNESS COEFFICIENT = 013 (Yn/D) RELATIVE DEPTH OF FLOW = 1 (A) •..:AREAOFFLOWsq ft) 4.908738521233 (V) VELOCITY(ft/sec) 14.91218154794 (Vh) . VELOCITY HEAD(ft) = 3.45299935588 (HR) • HYDRAULIC RADIUS(ft) = .6249999999997 (0) QUANTITY OF FLOW(cfs) = 73.2. PLO CIRCULAR PIPE DESIGN (p) DIAMETER OF PIPE(inches) = (Yn) DEPTH OF FLOW(inches) (S)•SLOPEOF.PIPE(ftlft) () • ROUGHNESS COEFFICIENT = (Yn/D)1RELATIVE DEPTH OF FLOW = (A) AREA OF FLOW(sq •ft) = VELOCITY (ft/sec) = (Vh) • VELOCITY HEAD(ft) (HR) • HYDRAULIC RADIUS(ft) = (0) : • QUANTITY OF FLOW(cfs) = 30 • 30 1.80915273E-02 .013 1 4.908738521233 11.23914010929 1.96146382603 .6249999999997 55.17 .4 CIRCULAR PIPE DESIGN (D) DIAMETER OF PIPE(inches) = ('(n). DEPTH OF FLOW(inches) = (S) •: SLOPE OF PIPE(ft/ft) = ROUGHNESS COEFFICIENT = (Yn/D) RELATIVE DEPTH OF FLOW = (A) AREA OF FLOW(sq ft) = (V) VELOCITY(ft/sec) = (Vh) VELOCITY HEAD(ft) = (HR) • HYDRAULIC-RADIUS(ft) • = (UAIJTTTY 1W Pi nLitrfcl = 30 17.76751447977 .02 .013 592250482659 3.027646761566 12.61705971956 2.471897452902 .6895274429143 00 CIRCULAR PIPE DESIGN (D) DIAMETER OF PIPE(inches) = 1.8 (Yn). DEPTH OF FLOW(inches) = 18 (S) SLOPE OF PIPE(ft/ft) = 5.71351801E-03 ROUGHNESS COEFFICIENT = .013 •(YJD):RELATIVE DEPTH OF FLOW = 1 (A). .,AREAOF FLOW(sq ft) = 1.76.7145867645 (V) :VELQCITy(ft/sec) = 4.493120882308 (Vh) VELOCITY HEAD(ft) = .3134803612272 (HR).. HYDRAULIC RADIUS(ft) = .3750000.000001 (Q). . QUANTITY OF FLOW(cfs) = 7.94 CIRCULAR PIPE DESIGN . (D) DIAMETER OF PIPE(inches) = 18 (Yn) DEPTH: OF FLOW(inches) = 18 (S) SLOPE OF PIPE(ftlft) = 3.24089502E-03 (n) ROUGHNESS COEFFICIENT : = .013 (Yn/D) RELATIVE DEPTH OF FLOW = 1 (A) ..,AREA OFFLOW(sq ft) = 1.767145867645 (V) VELOCITY.(.ft/sec) . 3.383987767784 (Vh) VELOCITY. HEAD(ft) • = .1778163542315 (HR) HYDRAULIC RADIUS(ft) = .3750000000001 (0) .:....QUANTITY OF. FLOW(cfs).. . .5.98............- . ..........- / Fl E&Y 1D 4o LrrV6tt7 CIRCULAR. PIPE DESIGN (D) DIAMETER OF: PIPE(inches) = 18 (Yn) DEPTH OF FLOW(inches) = 7.894140987761 (S) SLOPE OFPIPE(ft/ft) = .01 () ROUGHNESS COEFFICIENT = .013 (/) RELATIVE DEPTH OF FLOW = .4385633882089 (A) AREA OF FLOW(sq ft) = .7456891841025 (V) VELOCITY(ft/sec) = 5.605552674267 (Vh.) VELOOTY HEAD(Ft) = .4879226829811 (HR) HYDRAULIC RADIUS(ft) . .3434112126985 (0) QUANTITY OF FLOW(cfs) 4.180000000118 ô F eo I ur -4 d Co3c, L c. '5Th IiAo CIRCULAR PIPE DESIGN (0) DIAMETER OF PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 30 (8) SLOPE OF PIPE(ft/ft) = 4.35020069E-02 (n) ROUGHNESS COEFFICIENT = .013 (Yn/DYRELATIVEDEPTH OF FLOW = 1 (A) : AREAOF FLOW(sq ft) = 4.908738521233 (V) VELOCITY(ft/sec) = 17.42810288834 (Vh) VELOCITYHEAD(ft) = 4.716440532401 (HR): HYDRAULIC RADIUS(ft) = .6249999999997 (0). QUANTITY OF FLOW(cfs) = 85.55 • CIRCULAR PIPE DESIGN (D) DIAMETER OF PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 30 .(S) SLOPE OF PIPE(ft/ft) = 2.45366647E-02 (n) ROUGHNESS COEFFICIENT = .013 (Yn/D) RELATIVE DEPTH OF FLOW 1 0 (A) AREA OF FLOW(sq ft) = 4.908738521233 (V) VELOCITY(ft/sec) = 13.08890251988 (Vh) VELOCITY HEAD(ft) = 2.660238651784 (HR) HYDRAULIC RADIUS(ft) = .6249999999997 (0) QUANTITY OFFLOW(cfs) 64.25 CIRCULAR PIPE DESIGN (D) DIAMETER OF. PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 14.80722660582 (S) SLOPE OF PIPE(ft/ft) = .0496 (n) ROUGHNESS COEFFICIENT = .013 (Yn/D) RELATIVE DEPTH OF FLOW = .493574220194 (A) AREA OF FLOW(sq ft) = 2.414209242378 (V) VELOCITY(ft/sec) = 18.50709508374 (Vh) VELOCITY HEAD(ft) 5.318518143457 (HR) • HYDRAULIC RADIUS(ft) • = .619844770231 (0) QUANTITY OF FLOW(cfs) = 44.8000000074 CIRCULAR PIPE DESIGN (D.) DIAMETER OF—PIPE(inches) = 30 (Yn) DEPTH OF FLOW(inches) = 14.99714592555 (5) PIPE(ft/ft) = .0496 (n) • ROUGHNESS COEFFICIENT = .013 (Yn/D) RELATIVE DEPTH OF FLOW = .499904864185 (A) : • AREA OF FLOW(sq ft) = 2.453774661776 (V) VELOCITY(ft/sec) = 18.6080656514 (Vh) VELOCITY HEAD(ft) = 5.376709740478 (HR) HYDRAULIC RADIUS(ft) = .6249242841534 (0) )QUANTITY OF FLOW(cfs) = 45.66000000007 F2oM c-r, L Co r4-O 40 &IC (O , 0 00 CIRCULAR PIPE DESIGN - CD) .DIAHL1ER OF PIPE(inchriw) 30 :(Yn) DEPTH OF FLOW(inches) = 30 (9) :SLOPE OF PIPE(ft/ft) . = 4.54245746E-02 (n) ROUGHNESS COEFFICIENT = .013 . (Yn/D)---RELATIVE DEPTH OF FLOW.= 1 . . (A).:... AREA OF FLOW(sq ft) . = 4.908738521233 (V) . VELOCITY(ft/sec) . 17.80905616012 (VhY: VELOCITY HEAD(ft) 4.924883250222 (HR) HYDRAULIC RADIUS(ft) = .6249999999997 (0). QUANTITY OF FLOW(cfs) . 87.42 . .: CIRCULAR PIPE DESIGN . . . . . (D) DIAMETER-OF PIPE(inches) = 30 . . (Yn) DEPTH OF FLOW(inches) = 30 . . (S) SLOPE OF PIPE(ft/ft) = 2.56176168E-02 (n) ROUGHNESS COEFFICIENT = .013 . .. (n/D) RELATIVE DEPTH OF FLOW = 1 . .. (A) AREA OF FLOW(q ,ft) = 4.908738521233 (V) . . VELOCITY(ft/sec) = 13.3741081779 (Vh) : VELOCITY HEAD(ft) = 2.777434309848 . (HR) . HYDRAULIC RADIUS(ft) = .6249999999997 (LI) QUANTITY -OF FLOW(cfs). = 65.65 • CIRCULAR PIPE DESIGN (D) DIAMETER OF-PIPE(inches) = 60 (Th) DEPTH OF FLOW(inches) = 60 (S) SLOPE OF.PIPE(ft/ft) = .0152 (ii) ROUGHNESS COEFFICIENT = .024 (Yn/D). RELATIVE DEPTH OF FLOW = 1 (A) AREA OF FLOW(sq ft) = 19.63495408494 (V) VELOCITY(ft/sec) 8.858007364606 (Vh) VELOCITY HEAD(ft) 1.218389665705 (HR) HYDRA.ULIC,RADIUS(ft) = 125 (U) QUANTITY OF FLOW(cfs) 173 9265678881 Aer/7a/O P t. • • 4 o /5 oP 11-67 1 180 -10000 -168 8,000 EXAMPLE (I) (.) (3) - 156 - 6 000 0.42 Inches (3.5 -6. ,000 6. - 144 - 5,000 Q.I20cfs -51 . - 4,000 A& HW - 6. - 5 . - 132 D feat • . . - -3000 2.5 8.8 -5 : -. - 2000 4_ -108 : - . -3. - 'Obfeet -96 1,000 3. - 800 . .. 84 - -600 . . ----- ----'.. =-2.— . . - 500 72 -400 S 2 w . . . I - 1.5 __ - U . . __ • 60 U. - 200 - • . - 1.5 - -54 CC 10 '0 uJ -48 - - • I. -. ° 2 -60 • -1.0 LL 50 U.1 -1.0 40 D SCALETYPE cr - 36 30 (1) Slquors ad 11111 < w Ir- cove and with Groove a ?7 acting i (3) ii 10. 6 • - To use scab. (2) or (3) project . - - z : : -12 HEADWATER DEPTH FOR • • CONCRETE PIPE CULVERTS OF PUBLIC ROADS JAN. 1963 WITH I N.E1 CONTROL BUREAU • . -•. . 1- S3 DRAINAGE EMT.. IN LOT 8 FROM BEARING DISTANCE N COORD E COORD PT# 10488 371 9982 882 423 423 N 73 39.06 E 181.810 10539.547 10157.342 421 421 51925 00 E 10.010 10530.102 10160.671 66 66S7339 6 W 160.590 10484.900 10006.575 424 424 N 0851.28 W 5.440 10490.273 10005.738 383 383. S 77:3900 W 22.850 10485.387 9983.419 382 . 382 N 00 00 00 E .000 10485.387 9983.419 382 382 1 .S 7949 30W 3048.000 9946.941 698.3.355 19 .. CA. .0 03 25 . ARC= 3.029 RAD= 3048.000 CB= 'N..101 1213 U CHD= 3.033 . TAN= 1.516 19..N 7946 05. E 3048. 000 10488.371 9982.882 423 Error of closure: N 14 46-20 W .006 Feet Area 1689 426 Sq Ft 03878 Acres FROM . ..................... . BEARING • DISTANCE . N COORD . 10501.316 .69 N .19 25 00 U . 13. 710 10514. 249 419 .N 04 .31 47 E 40.000 10554.125 CA= . 24.5237 ARC= 17.367 CB- N 82 05 29 E CHD= 17.231 411 -S'20 20 SO 40.000 10516.620 418 N 69 3.91.0 E • 104. 320 10552. 894 417 N 202050W 114.300 10660.059 416 N 6315 42 E • 9.840 10664.484 430S2022 12E 125.390 10546.934 58 :s 6939 10 U 131.190 10501.316 Error of closure S 34 33 51 U 2456.761 Sq.Ft. E COORD PTO 10223. 833 69 10219.274 419 10222.433 411 RAD= 40.000 TAN= 8.823 10236. 341 418 10334. 153 417 10294.411 416 10303.195 430 10346.841 58 10223. 833 69 .008 Feet .05640 Acres IN LOT 7 N COORD 10633.715 9946.941 20.023 20.022 10653.208 10697. 020 107S8.165 14.325 14.322 10683. 367 10677. 996 10633. 715 88 04 04 (4 E COORD PT# 9952.976 548 6983.355 19 RAD= 3048. 000 TAN= 10.011 9948. 400 55 10102. 319 65 10318. 851 657 RAD= 225.000 TAN= 7.165 10106. 647 596 10108. 541 549 9952.976 548 .006 Feet • WATER ESt1T.. FROM BEARING DISTANCE 648: S:76 5842 W 3048.000 CA= 0.22 35 ARC= CB=-.N 13 12 35 (4 CHD= t19. N 76 36,07 E 3048.000 .55;N 74:06 40 E 160.030 ''6S 74 13-52 E 225.000 CA= '.3. 38:52 . ARC= 'CB= 'S' 1735;34 E CHD 557: 970 35.00 W. 225.000 596 S 19 25 OOE 5690 S49,-"'S`7.4 66:40 (4 161.740 Error of closure S IN LOT 8 3213.500 Sq.Ft. .07377 Acres N COORD 10653.200 9946. 941 10.004 10.009 10662.940 10706. 704 10750. 165 10.004 10.003 10697. 020 10653. 208 S 28 00 28 E 1606.106 Sq.Ft. FROM BEARING 559763607W CA;''' 0 11 17 ' CEt; 'N 13 29 32 'W .19 N 76 24 50 E 499 . N74 0640 E 500 N 76 46 43-E CA= • 2 32 51 CB= S 14 29 43 E 557 S 74 13 52 W 65" S 74 06 40 U Error of closure: Area: DISTANCE 3048. 000 ARC= CHD= 3048. 000 159.860 225.000 ARC CHD= 225.000 160.030 E COORD FT# 9948. 400 55 6983.35S 19 RAD= 3048. 000 TAN= 5.004 9946.06S 499 10099.815 500 10318. 851 567 RAD= 225.000 TAN= 5.003 10102. 319 65 9948.400 • 55 .007 Feet .03687 Acres • 10-25-83 MONARCH VILLAS EX'' WATER ESMT IN LOT 7.8 &A FROM '. ':8EARINC DISTANCE N COORD E COORD PT# 10587.977 9963.184 384 384S 7751 33 W 3048.000 9946.941 6983.355 19 CA= 0 22 34 ARC 20.008 RAD= 3048.000 N 1219 44 W CHD= 20.012 TAN= 10.006 .' 19' N 77 2859.E 3048.000 10607.527 9958.911 402 402 N 79,37 148 E 253.930 10653.235 10208.691 401 401.' S 78 36 07 E' 50.000 10643.354 10257.705 335 CA=. 23 26 1.9 ARC= 20.454 RAD= 50.000 00 19 17 E CHD= 20.312 TAN 10.372 335 S '77, 67 34 W 50. 000 10632.924 10208.805 400 400979 3748 W 249.700 10587.977 9963.104 384 Error of èlos'ure: . S 51 19 51 E .004 Feet Area: 5027.250 Sq.Ft. .11541 Acres SEWER ESMT IN LOT 9 MUN\L; VLL.: • WATER ESMT IN LOT 2 FROM * BEARING DISTANCE N COORD E COORD PTO 10095.331 10239.031 70 70 N 07 .11 03 W 120.080 10214.463 10224.014 71 71 N 8248 57 E 100.000 10226.969 10323.229 72 CA= 42 53 50 ARC= 74.870. RAD= 100.000 'N 14 15 52 E CHD= ' 73.133 TAN 39.287 72 N 54' 17 13 W 100.000 10285.342 10242.034 73 73 'N .3.542 47 E 33.000 10312.136 10261.297 74 74' 'N 35 42 47 E 125.000 10413.630 10334.263 554 CA= 91225 ARC= 20.086 RAD= 125.000 CB=, 858 1 25 E CHD= 20.065 TAN= 10.065 554 --S 26 30 2 (4 125.000 10301.769 10278.476 494 .494. S 35 4247 (4 34.610 10273.667 10258.273 495 495 8 54 17'13 E 80.000 10226. 969 10323.229 72 CA= 42.53 50 ARC= 59.896 RAD= 80.000 C.B= 14 1552 (4 ' CHD= 58.507 TAN= 31.430 72 , S82 48 57 (4 80.000 10216. 965 10243.857 496 496 S 0711, '03 E 118.270 10099.626 10258.648 497 .497, S 77 39.00 W. 20.080 10095.331 10239.031 70 rro,r'of closure: , . S 56 50 1.2 (4 .003 Feet Area: :, , ,. " ' 4401.785 Sq..Ft. .10105 Acres SEWER ESMT IN LOT 4 FROM :' -BEARING, DISTANCE N COORD E COORD PTO 10238. 799 10022.663 547 547 N 81 09 '42 .,E ' 199.290 10269.418 10219. 585 544 54.4 S 67 43 39 E ' 112.000 10226.969 10323.229 72 CA= . 13.26 '26 ARC= 26.273 RAD= 112.000 CB=. N 28 59 34 E CHD= 26.213 TAN= 13.197 72: N 54 17' 13 (4 112. 000. 10292. 347 10232.291 546 '54 N3542 47 E 33.580 10319.610 10251.891 545 545 ' N 41-1 13 19E 125.000 10413.630 10334.263 554 :cA= . 5 30 32 ' . ARC 12.019 RAD= 125.000 CB= 8 51 31 57 E CHD= 12.014 TAN= 6.014 554 S 35 42 47 (4 125.000 10312.136 10261.297 74 74 S 35 42 47 (4 33.000 10285.342 10242.034 73 73 'S 54 17 13 E. 100.000 10226.969 10323.229 72 23 17 18 ARC= 40.646 RAD= 100.000 'S 24 04 08 (4 ' CHD= 40.367 TAN= 20.607 .72 N 77 34 31.W .100.000 10248.485 10225.571 79 79' N 77 34 31W 32.000 10255.370 10194.321 80 80 S 81 09 42 (4 172.160 10228.918 10024.202 52 52 .N 08 51 28 W 10.000 10238799 10022.663 547 ErrOr of closure: S 28 10 32 (4 .006 'Feet Area:. ' ' : ' 2958.828 Sq.Ft. .06793 Acres 11 1.0-25-83 EX..: DRIANAGE MONARCH VILLAS IN LOT 3,4,63,8 FROM •. ' 8EARINC DISTANCE 388 N._24 56 16 44.000 CA= '5502 18. ARC= CO= N 3732 35 (4 CHD= 387 S 79-58 34' (4 . 44.000 .386 N 79 .58 34 E --1930.000 CA= ..''A 09 58 ARC= CG=' .. N 09 26 27 U CHD= 20 .S8108 32 (4 1930.000 385: N 08.51 28 (4 360.350 383' "S77 39 00 (4 . 22.850 382' 79 49 30 U' ' 3048.000 1 19 02 . ' . ARC= CB=' S 0930 59 E 'CHD=. 19.' N .81 08 32 E . 3048.000 .29. S 08.5128 E ' 288.890 31 N 81 08 32 .E 1952.000 CA= 13048. ARC= CB= S.09 36 52 E . CHD= 20 9 79 37 44 U 19S2.000 32 N 79 37 44 E ' '25.000 CA=: ' .91 58 44 . ' ARC= CB= S 56 21 38 E CHD= '33 S 12 21 00 wE , 25.000 34 N 77 3900 E 14.750 Error'of 'closure: N COORD 10063. 236 10103. 133 42.266 40.660 10095.475 10431.408 39.280 39.280 10134. 222 10490. 273 10485. 387 9946. 941 70.073 70. 072 10416. 279 10.130.835 10431.408 51.557 51-557 10080.002 10084. 503 40.133 35.961 10060. 081 10063. 236 N 56 45 25 W E COORD 'PT# 10092. 445 388 10110.997 387 RAD= 44.000 TAN= 22.924 10067. 668 386 11968.207 20 RAD= 1930. 000 TAN= 19.641 10061.225 385 10005. 738 383 9983. 419 382 6983.355 19 RAD= 3048. 000 TAN= 35.038 9995.004 29 10039.488 31 11968.207 20 RAD= 1952. 000 TAN= 25.781 10048. 099 32 10072. 690 33 RAD= 25.000 TAN=. 25.879 10078. 037 34 10092.445 388 .002 Feet .22224 Acres Area' • , . 9680.820 Sq.Ft. .DRAINACE.ESMT.. IN LOT-6 FROM BEARING . DISTANCE N COORD E COORD PT# 10525.326 10144. 390 426 426 N 73';39 06 E 16.970 ' 10530.102 10160.671 66 66 . 519' 25 00 E 3.880 10526.443 10161.961 427 427 S 09 04 42 (4 • 40.000 10486.944 10155.649 406 25 2536 ' ARC= 17.751 RAD= 40.000 S 86 21 54 (4 CHD= 17.606 TAN= 9.024 N 16 20 54 (4 40.000 10525 326 10144 390 426- ,Er 'r of closure: S 18 39 44 U .003 Feet Area 21.330 Sq Ft 00049 Acres