Loading...
HomeMy WebLinkAboutMaps 4N 1/16 Cor. Sec. 34 3 W 1/4 Cor. Sec. 34 I Lva JEFFERSON PARK NO. 2 SUBDIVISION A PART OF SW 114 NW 114 SEC. 34, T4N, R3W, 13.M. CALD WELL, CANYON COUNTY, IDAHO 1993 Bcysis of 1=-3 � gs N 89' 25' 15" E 1323.98 n 661,89 0)CW-NW 1164 Cor. 3 I 0 Jefferson Park No, 1 Subdivision co Block 2 Bk. 19 Pg. 32 r� I 22 Rudolph Manor o S 89' 27' 150 W Bk. 14 Pg. 3 3 W 100.00 21 00 " a 0 _ _ _ o Initial Point o ---- Fd. 1/2" pin, reset with 2" Z 1c) 5'-�I - 3 4 dia. by 36" long aluminum pipe with 3" dia. aluminum .�- , Lo 1 C� O 23 p cap attached. O r�l Cz Po* + 1�I L S 89' 2 7' 15 W J - 5. �00 ^ I �I \ N Q. Block 3 In -1-� O M I 24LO 0 , o 0 I o cv cv_ 9 10 0 �' , L S 89' 27' 15" W _J N N, Z C- 7 - 100.00 - - �s \\ 010 \ C-20 25 0l o S 89 27' 15" W � �G7-100.00--� LS 2 82' 22' Ol" EJ (---97.20__ g 56.88 Ci----- �� O� A Block 2 0� tCo I 4 I4 Zb I \� r• c ` IL5 W 7 , °j U) Q0 Jv 77' 50 30 76. 15 2 -1 _o - N 10QP 6.2a o 3 / 1 " N 89' 27' 52" E 256.90 4 I 5 6 I Spring Meadow Bk. 16 Pg. 24 CURVE TABLE Block 1 NO RADIUS CENTRAL ANGLE TAN LENGTH CHORD CHO BEARING C1 200.00 23' 16' 44' 41.20 81.26 80.70 N 11' 51' 22' W C2 100.00 25' 57' 00" 23.04 45.29 44.90 S 76' 48' 30" W C3 20.00 90' 00' Do" 20.00 31.42 28.28 N 44' 47' 00" E C4 20.00 90' 00' Do' 20.00 31.42 28.28 S 45' 13' 00' E C5 20.00 9o, 00' 00" 20.00 31.42 28.28 N 21' 30' 16" E C6 20.00 9o' Do' Do" 20.00 31.42 28.28 S 88'-2 9' 44' E C7 128.00 1' 24' 44" 1.58 3.16 3.16 S 89' 04' 38' W C8 128.00 24' 32' 14" 27.84 54.82 54.40 S 76' 06' 08" W C9 72.00 25' 57' 00" 16.59 32.61 32.33 S 76' 48' 30' W CIO 230.00 7' 28' 43" 15.03 30.02 30.00 S 3' 57' 22' E C11 230.00 15' 48' 01" 31.92 63.43 63.23 S 15' 35' 43' E C12 170.00 11' 27' 43" 17.06 34.01 33,95 N 17- 45' 52" W C13 170.00 11' 49' 01' 17.59 35.06 35.00 N 6' 07' 31' W C14 20.00 50' 12' 29' 9.37 17.53 16.97 S 38' 43' 44" W C15 20.00 50' 12' 29' 9.37 17.53 16.97 S 88, 55' 16" W C16 55.00 70' 08' 48" 38.62 67.34 63.21 S 48'.41' 55' W C17 55.00 50' 57' 13" 26.21 48.91 47.32 N 70' 45' 05" W C18 55.00 52' 54' 27" 27.37 50.79 49.00 N 18' 49' 15" W C19 55.00 57' 33' 29" 30,21 55.25 52.96 N 36' 24' 44" E C20 55.00 48' 51' 01" 24.98 46.89 45.49 N 89' 36' 59" E / NiG / / 1 Block 4 \\ S 00 13' 28" E 8.22 27 Z \ 66 00 o Nam. ox \ 28 \ 66 3 00 \ coo \� `' 100' ON 'O \ 29 \ 66 3 0 � \ \�5 \00' 0 0X 0 / oN \ 30 5' \. y 00 N rob \0. i:, N 23' 29' 44" W \� 21.40 NW 1/16 Cor. Sec. 34 a 0 50 iG, Scale: 1 "=50' Found brass/aluminum cap monument Set brass/aluminum cap monumei?t 0 Set 5/8 inch x 30 inch dia. rebof w/ yellow Cap Found 5/8 inch dia. rebar • Set 1/2 inch x 24 inch dia. rebar w/yellow cap o Found 1/2 inch dia. rebar ® Found iron pipe or rod Property boundary line ( ) Record data Utility, drainage and irrigation easement is 10ft. along subdivision boundary and street frontage & 5ft. on each side of interior lot lines unless otherwise dimensioned. Should lot lines be adjusted the existing easement shall move with the adjusted /at line, provided that the utilities are not currently installed within the limits of the easements. BK. zX�WW fnl C°3C�o CSa° Q� �7 �440�a�G�, �Cn1C�a � o aaaaa�a� 403 Blaine 0 Caldwell, ID (208) 454-0933 SHEET 1 of 2 PG------ 9`-&- JEFFERSON PARK NO. 3 SUBDIVISION r- N 1116 Cor Sec. 34 Q r� o� �I �I 23 24 O Jefferson Park Nn. O Bk_ 21, Fig. 7 2 26 i 27 CURVE TABLF 28 - 144.15 ti \ B�lock 2 \�� 14 , 92J9 s, f. 13 9490 S. f. X hV N 89' 27' 15"' E 1 --92.18-- [7 A PART OF SW 114 NW 114 SEC. 34, T 4 N, R 3 W, B.M. CALDWELL, CANYON COUNTY, IDAHO 1994 E3c:isis of aearir-1gs N 89' 27' 15" E 1323.98 Jefferson Park No. 1 Bk. 19, Pg. 32 j 18 6� 7 / U. Ut! - 7 r - 75. 00 -- - 1 �- - 75.00 - L0 III o o m 15 �_ r< 16 17 r Z 7711 s. f 8774 s t_ M r- 8690 s f. o z C L 75,00 J L 55.11 C ov 10103 s.f zt - F/ -3 i 3" W 0 by ^i �. Ln O O �" 11 N `n 0 10 7099 s. f. o 9 8775 s. f 8 8688 0 s. f � z / Z N I- 89' 27' 15" E� L z- -- - - 133.06 - --- _- .J L _ 70.00 - J - 75.00 - - -- - 1 ----183.0t1-----.____� \--95.00 -75.00-� O rn� \ co a 5 Lc) 6 t 6 o 7 \ x 2� x9 • . 2156 s. f. � 8159 s. f. N 8662 s. f. rn o -Z \ 7 N N \ \ V A C' f .. - -G 54.64 \ 4 p \ 14710 s. f 29 \ gg1 \�5 6� 31 J \� ,6 G� IF - j9 NO RADIUS CENTRAL ANGLE TAN LENGTH CHORD CHD BEARING C7 20.00 89' 41' 03" 19.89 31.31 28.21 N 44- 36' 43" E C2 20.00 50' 1212' 29" 9.37 17.53 16.97 N 65' 26' 30" W C3 55.00 51- 04' 39" 26.28 49.03 47,42 N 65- 52' 35" W C4 55.00 44' 23' 48" 22.44 42.62 41.56 S 66' 23' 11" W C5 _55_00 44' 44' 02" 22.6J 42.94 41.86 S 21' 49' 16" W C6 55.00 46' 39' 15" 23.72 44.79 43.56 S 23' S2' 23"' E C7_ 55.00 41' 50' 42" 21.03 40.17 39.28 S 68' 07' 27" E C8 55.00 51' 42' 32" 26.65 49.64 47.97 N 65' 06' 02" E C9 20.00 50' 12' 29" 9.37 17.53 16.97 N 64' 21' 00" E C10 20.00 90' 18' 57" 20.11 31.53 28.36 S 45- 23' 16" E C11 20.00 89' 41' 03" 79.89 31.31 28.21 N 44' 36' 43" E C12 20.00 50' 12' 29" 9.37 17.53 16.97 S 65' 26' 30" E C13 55.00 64' 35' 51" 34.77 62.01 58.78 S 7Z 38' 11" E C14 55.00 42- 15' 12" 2125 40.56 39.65 N 53' 56' 17" E C15 55.00 _ 57' 13' 52"' 30.01 54.94 1 52.68 1 N 4' 11' 45" E C16 55.00 48' 48' 29" 24.95 46.85 45.45 N 48' 49' 2, W C17 55.00 _ 67' 31' 34" 36.77 64.82 61.13 S 73- 00' 33" W C18 20.00 50' 12' 29" 9.37 17.53 16.97 1 S 64- 21' 00" W C19 20.00 on, 18' S7" 20. 11 31.53 28.36 N 45' 23' 17" W 30 1 N V 2 10923 s. f. 0 9321 s. f oo CO Cn II S 89* 27' 15" W 221.92 Unplatted 10 - 112, 00 - - i coil 11 N 8736 s. f. L S 89' 27' 15" 'W - 11200 - - -� Block i 12 - S 89' 21' 15" W -J - 112.60 13 8736 s. i. 1- S 89 2 ,' 15 W - - _I I !I 14 8736 s.f. S 89- 27' 15" W 112.00 I 15 8736 L S 89' 27' 15" W J (--112,00 ---� of I 16 8736 L-_S 89' 27' 15" W-j 112.00- - - I I 17 c i 8743 s.f_ -- S 0' 13' 47" E 49.73 � �'pruce St. -- NW 1/16 Car Sec. 34 O Ln of 00 N 1' nlElul r-Olnt Fd. 5/8" dia. pin. Reset with 2" dia. by 36" long aluminum pipe with 2-112" dia. aluminum cap attached. �50 - -�-- - Scale; 1 "=50' LEGEND -- . '"'' e Found brass/aluminum cap monument t104- T Set brass/aluminum cap monument Set 5/8 inch x 30 inch dia, rebc7r w/ yellow cap Found 5/8 inch did, rebor Set 1/2 inch x 24 inch dia, rebor w/yellow cap x+�o Found 712 inch did. rebor Onplotted ® Found iron pipe or rod - - Property boundary line Record data Utility, drainage and irrigation easement is 10ft. along subdivision boundary and street frontage & 0 5ft. on each side of interior lot lines unless N otherwise dimensioned. Should lot lines be adjusted the existing easement shall move with the adjusted W lot line, provided that the utilities are not currently W installed within the limits of the oosements. CJ 0 V CW 1116 Cor, Sec, 34 Fd. brass stem in 112" dia. iron pipe �5g1o'V9 a �4477a ��TF OF,01 N F114AL kwr PM 3 ""T-OS - PP- 92 " �4�OQ8a�Q�;10�c� 403 Blaine 0 Caldw,311. ID (208) 454-09�33 MY109407 SHEET 1 of 2 PG r�l - N 1,16 Cor. Sec. 34 N 89' 27' 15" E - 661,89 -- rI 1 b 1 I N 89' 27' 15" E 30.00 Initial Po1nt ref -fr. did. by 36in. long alum. pipe with Sin. dia. alum. cap attached 78.00 78.00 I II I noo LO o N 2 10626 s. f. o I 10713 s. f. o Z � I o ro � N 3 0 CQ N it O F JEFFERSON PARK NO.1 SUBDIVISION APART OFSW1/4NW1/4SEC. 34, T4N, R3W, H.M. CALDWELL, CANYON COUNTY, IDAHO 1992 Bcxsiis; cif Be<=jriri g ME Block 1 o � o j 10,713 S.f. I I 78.00 27' 15" E 632.09 I II II I o I LU) o l o � 5 F 10713 s. f. o i 10713 s. f. 0 10540 s. f o z z Choporro St. N y.9' 27' 15" E 78. 00 78. 00 f 1. 01 C�: 522.13 -NW 1/16 Cor. I Sec. 34 100.00 64.09 I t v ^� O 8566 s. f. 8 N� 7� 1-1800 s. f r / n L0 of v C- 7 0A : rn , 54„ F= W n 78' 32 I. 97.73 " I w • Retention _ Pond 1 W kJ M oo /Not a building lot p o 80.23 _ 91_04 _ -_ _ _ _ - _ -- 91, 04 70. 90-- YIN �� / N 0' 13' r_ r_ i----- )01 5.89 Block 2 Cl- w -N 89' 27' 0 o O O I O O I r r.._ _- __ 112.0 22 o' °� �1 O O o ZG O J 0 19 O O 0 18 a, I� ` a n n 8739 s. f. 8650 s.f. 0 10 7915 s.f l 0 8739 s.f o l 8739 s.f o l o l Ir, �10 ^I 7503 100.00 91.04 - - - -i--91.04-- - y . ?4 _ L_ 91. 03 - -- J 8 28 L 112.0 27' 15" Wi--_ _ _ _ r _ _ - _ _ _ _ ___ _ _ 30 N 00 13' 00" W 16.00 S0'13'000E 56.74 S 89' 27' 15" W 30.00 CURVE TABLE NO RADIUS CENTRAL ANGLE TAN LENGTH} CHORR223' BEARING Cl 20.00 40' 19' 45" 20.12 31.53 28.37 22' 55" W C2 20.06 89' 40' 15" 19.17 31.18 28,12 37' 10' W C3 20.00 90' 18' 58" 20.11 31.53 28.36 23' 15' W C4 20.00 46' 42' 28" 8.64 16.3c 15.86 07' 35' E C5 50.00 57- 55' 46" 27.68 50.55 48.4330' 45" E C6 50.00 54' 10' 26" 25.57 47.28 45.53 32' 20" W C7 50.00 53' 26' 23" 25.17 46.64 44.9639' 15" W C8 50.00 18, 11' 18" 8.00 15.87 15.8150' C9 20.00 46' 42' 28" 8,64 16.30 15.86C5' S5' W 5'-i S 89' 27' 15" W 532.15 on" W i � 15" F - s. to 5 0_ V -� a 0 50 1no - -- , cale: 1 `50' LEGEND Found brass cap monument Set aluminum cap monument Set 5,'8 inch x 30 inch dia. rebar wj yellow cap Found 5/8 inch dia. rebar • Set 1;'2 inch x 24 inch dia. rebar w;'yeliow cap o Found 7,;'2 inch dia. rebar Property boundary line -- ( ) Record data Utility, drainage and irrigation easement is 70ft. along subdivision boundary and street frontage & 5ft. on each side of interior lot lines unless otherwise dimensioned. Should iot lines be adjusted the existing easement shall move with the adjusted lot line. /- CW 1/16 Cor. Sec. 34 Fd. brass stem in 1-1/2" did. iron pipe. SSION mw, �8a1 1002 Blaine 0 Caldwell, ID (208) 454-0933 SHEET 1 of 2 Pv_ N 1/16 Car. Sec. 34 (-)J Jefferson Park No. Bk. 21, Pg. 7 CIIRVF TABLE JEFFERSON PARK NO. 3 SUBDIVISION A PART OF SW 114 NW 114 SEC. 34, T 4 N, R 3 W, B.M. CALDWELL, CANYON COUNTY, IDAHO 1994 Basis of N 89- 27' 15" E Bec7r-lrngs 13 23.98 Jefferson Park No. 1 8k. 19, Pg. 32 21 2c NL89' 2 - -- -- - 144.15 - �- - -I r -- 70.00 - 2,1 � I 3 I Block 2 14 15 927g s. f. 1 7111 s. f 1� \ \ L I( � � • G�4 C�� 24 O 1 1 \\ \ \ of �� 13 j� .i t0 1 I 9490 s. f. lL N 89- 27' 15 E-J 19 1 153 18 10 150 E_ .15 -75.00 128 .00 28.00rF'- 1 12.00- -75.00 - II 3 I 11 1ao1 8 '36 s. f 1s � 17 h i 8 774 S. f. T 8690 s. f. h I- S 89' 2 7' 15" W - J - 1 F _ - 112.00 - -- --) z I _. .- - I 0 Block 1 of 75.00 55.11 G 01 �I 12 1^nrol 8716 s.f. N 89- 27' 15" E - Monticello Ct. -----• �-S W-� -- 89" 27' 15" 245 00 -92.18----� IF 112.00-- -� 2.5 3 \ern g 75.00 54.89 0 OI \ r--------�1'0 0l of OIo 12 //:mac, c-ai (� I I I 8>'3s s.f. �1 n I m 10103 s. f. o' 3 1 3 S 89- 27' 15" W- Z11 n �_--112.00-- 2E t ��. r o 10 9 8 I O 1 kL N 11 � M o 8 775 s. f. 8688 s. f. h v O 7099 s. f. z `n 01 10 l N ? / 8542 S. f. 1 z cp o N 89' 27' 75" EI rol 14 00 N i / 2 1 J L _ 70.00 -- �- - 75.00 - I - - - - v 8736 s.f, Z- -- -... - 133.06 ---- -- --- ------1 N3.06 - - - - - �- - - 95.00 - -- � 75.00 - J - -- - L S 8.i 27' 15" W� - 27 \ \ 2.00 - - Lt1 rn ol�i \ 5 6 ^ o o , N \ �7 12 156 s. f. "t 8159 s. f. N 8662 s. f rn a I 15 h 1 \ \ 79,. 1 0 z 736 s. f. �+\ 'T \ 1 w �-S 89- 27' 15" W- (n A G c 2 54.64 G, r-- 117_.00 - im W ,n _S5 N 89' 27' 15" E o616 1�1 N`\ 14710 s. f. `cJ -- - - -- - - • r` rt 736 s. f. Kimberly Ct. 160.00 1 L_- S 8.9' 27' 15" W-J 54.11�'w o 112, 00 - - \ o I cif Io 1 NO RADIUS CENTRAL ANGLE TAN LENGTH CHORD_ CHD BEARING C7 20 19,89 3t37 -- 28.21_-- -16.97 N 44_36' 43' E _ C2 20.00 50' 12' 29' 9.37 17.53 N_65- 26' 3030" W C3 55.00 51' 04' 39" 26.28 _ 49.03_ 4742 N65- 52' 35 _ W_ C4 _ 55.00 23' 48" 22.44 42.62 41.56 S 66 23' 71" W C5 55.00 _44' 44' 02' 22.63 42.94 41 86 S 21 49 16" W C6 55.00- -44' 44' 39' 15" 23.72 44.79 43.56 S 23' 52' 23' E C7 55.00 41' 50' 42' 21.03 _ 40.77 39.28 68' 07' 21' E _ C8 _ 55 00 51' 42 32" 26.65 49.64 47 97 N _ 65 06' 02" EE Cy 12' 29" 9.37 17 53 16.97 N 64 21' 00=E C10 20.00 90" 18' 57' _ 20.11 31.53 - 28.36 S 45 <<"3' 16" E - C71 -__ 20.00 89' 41iO3" 19.89 31.31 <<^8.21 44' N -36'_43"_E . S 65- 26' 30>_E_ C12 20,00 _ 50' 12' 29" 9.37 1 Z53 16.97__ C13 _ 55.00 35' 51" 34.77 62.01 58.78._, S_ _ ?2__38__11' E., C14 .55.00 _6 _-4' 42' 15' 12" 2L25 40.56 39.65 N 53' S6' 17" _E_- C75 55.00 30.01 _54.94 52_68-, _ti'-4LL11' 45' E_.____ C16 55.00 _5T_13'552" 48' 48' 29' 24.95 46.85 45.45 N 48' 49' ZE" V✓ C7 7 55. ti0 6T 31 _34"_ 64.82 - 61,13 ,_ „S 73'„ DO_33'.__W,_, C18 _. 20.00 .,.,. _ 50' 12' 29' _ _36.77 9.37 _ 17i53_ 1697 5 64 21'_00" W_ N-- 45 27.1 a" W.. C19 20;00 __9C' 18' S7" _ 20.11 31.53. 28 36 30 I 17 l0 1 W m 8743 s. f. N I 1 3 h t-) 2 to ~ 1 Io c' 10923 s. f. 93; 1 s f o 9816 s. f. 28. i70 28.00 I -- n c b S 89' 27' 15- W 168.00 I �--S0'13'470E 56. 92 _-J (- --- so. oo _- - L - 75.00 - 49.73 S 89' 27' 15" W 221.92 Unplatted Spruce St O r. Ln 03 NW 1/16 Car, Sec. 34 Initial Point Fd. 5/8" did. pin. Reset with 2' dia. by 36" long aluminum pipe with 2--112' dia. aluminum cap attached. Unplotted Ln 0 N r7 -- CW 1116 Car. Sec. 34 Fd, brass stem in 1j2" dlairon pipe 9S0635Z 0 50 100 r--- �� - -- - - J Scale: 1 "=.50" LEGEND Found brass/aluminum cop monument Set brass/aluminum cap monument Set 5/8 inch x 30 inch dia. rebar w/ yellow cap Found 5/8 inch dia. rebar Set 1/2 inch x 24 inch dia. rebar w/yellow cap Found 1/2 inch dia. rebar Found iron pipe or rod Property boundary line Record data Utility, drainage and irrigation easement is 10ft. along subdivision boundary and street frontage & 5ft. on each side of interior lot lines unless otherwise dimensioned. Should lot fines be adjusted the existing easement shall move with the adjusted lot line, provided that the utilities are not currently installed within the limits of the easements. 5gI a u4477 0 F' ` � \9LU L.i/ 403 Blaine N Caldwell, M (208) 454-0933 SHEET 1 of 2 PG--Z3 JEFFERSON PARK NO. 4 jSUBDI MION M , 'tu A PART OF THE SW 114 NW 114 SEC. 34, T 4 N, R 3 W, B. M4,.; CALDWE CANYON COUNTY, IDAHO 4 {� 1994 IQ ; .r ''� -' � „ �R h �, � ' r `k�i'*„ d�y�� ct� "Kr,� ,;; 1 • i'w r I O r}�.. �»"� ��• ,, � ''{� ., !� hd l " tick *wv'�C ✓r�ry� 'G �'i: �'', •"' � �N �h t YW C Yt II ,� t a. • � .,:, a • ...-` „s ,::. • +. `tS ,�,,, t,ttt,� �. . � r ..� .;r 1 � � � "� ''i u"� O.L a ee , A> ..y t a. ,�,. 'e' •� :.- �• iC �F ` '"lS��f. �, s� 1 w � ��ry'>1 �s •; n : � � < t4eil Y. � '. �.,, ', .y t, �',- .. '•', 4.3 + ', f:°�i .L�u. '_ o•Fi °�.a!t�q. c .m�iA �.. a � x�:" <� r.`� d• *' a .:�' �., N�C'l` ' �r ?�y" ,� ;� t ; , _ • >k d eq ".,.�, ask 1S' ,� s M, AIM"�' 9 t`��` t � � "" 1 �;.�, �� �,? r t '3 ,r. . '` ��K': . ';; ::y �. r :•i'' e �i ' F< (. ,(.'i}."^, s,1 .;'1' kid _ YMt <k . V "�tix' t l ,•.u. Yu :,,•..g 5 _... .,.-,. V� �?� Pi, i�` Ir . �,y.��{gg.•"°� ' ,.a r �+. ter'p•'.1„-^} PrM� ;.;f` a n 4' `f ,�.5 .. .y ^i•':.. i�...�AA��IF � 4nY1 .. �N'i ""r"+ 1 <_ ��4' H`M��ri4J° � -. k , .`' i w� M4#' I b i'�':A � y. � , f� k1'{F �iL;�, y� i p t �� i. .: ra. '.e'A.^: Y'�.:< �,'', :..� S%�'a +i+•%.'D.n.. A��� k�ti::. v,{ a1�, 4,�� ,+Sft ,+ -. �,J �`.'1: ' < mi,� � r f r ' ..tx ')�. { ,y .:�. • S :, ... i qo +, ,dz. id''µ C:q � i�Y i' kt;y �' v��,,;,;�_t` y Bcosis of Becorin s - - - - - -� N 1/16 Cor. 9 r. NW 1 1 Cor .r f� . Sec. 34 y;� �+ � : N 89' 27' 15" E 1323.98 Sec 146 . J Da •d q "Sty n S .."t' °. , �� '$:. w�i ,p••• M":r, :f:,j'• 'gr ti:i"q'.' y.p�+' t'+'X�' , a,`i �', <ry�..r��d S{; ;� r1�. , N „ a ! y,< t .ytt r: •"H ` �;p, . °R"�5, -iilr 'i�'7 .. ','t n '.t L Q..� �. v. �• �� 6,' a i Jefferson Park No. 3 `101 Vu'�� °"�. k ��� Nk ��pg fig- c F 17 Eer w w p ° + Initial Point Z Jefferson Pork No. 2 IQ \ 3 0 i\ N f <m N 0' 13 W - I ,I ,� Fd 5/6' dia. in Reset ( I ek 21, Pg. 7 \ N 6 �Op' ',. \ �''• ',, �``' 49.73 o N 89 7 15 E _ 168.00 _ with 2" dia. by 3f,' long 112.00 - aluminum pipe with 1/2" dia .aluminum cop attached. 0 317124 1. Ceti Sect 34 2�, !} \ 06 0 \ \ 26.26 t'n ,. 28 28'18 o N 2 1 • o „ N - N 89 27 15 E 21.92 _ . 0 3 Ni 8743 s. f. Spruce Street I \ A1 oo\ 16 /- - - 118.17 - 130.00 - - I 90 (Not improved) \ \ / r 42 6„ ` 66 3 � I °p Unplatted Jefferson Jr, High School _�� \ �p 1j / \�0 �5 8 `µ I lack 2 l- S 8 28' S1 W - �� N 66 ,�6 at o \ ° , v O 1 o r - 1 .00 - - - i 1 eosem � t r \ o \ 32 � 3 7 I p I Vicfnfty Map 3 0 ✓ E�°1u��r err 9o^ra N o \ 14277 . f. b 11050 s. f. I Y of 1 o Scale 1'=400• \ Pros 5ta \ N O N II 0 0 19 pl PJ�P88261 s. f i > \L _ _ N 89' 2 15" E - - -I L _.. oo'i 1 7840 s. f. 1 N 89' 2T 15" E - � to I \ ,. � � s, o to 0 �6 , WN - - - 164. 5 - - - W - 130.00 - - - N L� S 89' 28' 42" W - \ 6 3 \o w 112.00-- Aro 10. - 2 Z / / \ �. \ 3 in � 36 I �' � of to �`9i 30 \ \ 107 s. f. b _� _ _ 9360 s. f. 20 l o; \� \ 9854 s f. o - n to 1 7840 s. f 0 I a �i /�-_N89'27'15"E�- -N 89 27'15"E--�Ln %(D 16 0 v _ o I- N 89' 28' 42" E- J o�ppp `�\ 3317-5.00 66 3� 2�/ \ 12.83w --1.- - -- ---� z d \'112.00- �--, W28' LLI ~ v 8880 s f 35 21 o ^ N 9 j 1 8701 s. f o \ 993 s.f C i o 8298 f ) k -12 '� o\ d �e 50.7 93.10 I o e Spring Meadow / \ 66 15 C`2 h L � Bk. 16, Pg. 24 / NN \�, �' A2 6 ' W G '` ,Q o S 89' 4, 5 S3 J �s �S f 104.57 - - c,+ N 8 28' 42" E S ?� C 28 / �. 92 k F \ S 43.81 _a 8 �� Retention pond drainage / easement to Dixie Drolo 4 N \ 1 139 s. f. ,. E./ / 7 i / � r 4i o �h p / ` 7 5 7.18 75. 00 19, 83 / I 1 - - F - r -9 \ 22 1 11 I o s.f 19755 Blo 1 w Liw \_ ICI "ay N V 27 t'9 15 08 s. f. ^ 26 o 0 24 ' Cb 23 o 11043 s. f. ° 885 s. f r° 8850 s. f ~ 8619 s, f. l`a I :y ;< 80.00 115.00 75.00 75.00 90.00 711.23 4 O Cw 1/16 Cor. -;ec. 34 �" 546.23 * 'y in / 1; w N 9' 28' 4� E o FD. brass stem 1 2"N dia. iron pipe CURVE TABLE DATE Legend -S- Sanitary Sewer -W- Domestic Water Q Sanitary sewer Manhole -- Direction of Sewage Flow Drainage Flow 9 Cedar Fence INDEX 1. Cover Sheet 2. General Notes 3. Storm Drain & Street Design - Jefferson Parkway & Ray Ave. 4. Sanitary Sewer & Domestic Water - Jefferson Parkway & Ray Ave. S 89 28 42" W 53 74 x Spruce St. cow ���� N� 9 v �.� tea, rss c4 npiatte� v - •r - ` • ,. ,. �. 9 • .'1� ..ty .,.. .. , ;;y,. ''`;, ,. ,.,.�.. .'. ~r.: C".a.u3z,v7.. ��"ri Muw rn<l!_�Kldlt!e'�sa y`..'.•... :.: _ t i k •'... '. ,. , _',!" .,'�"'t.! ,. -..; a.., +" ,"'�.',g .W:. .. ..w.l.. 1. '; r.:.'. i•4i!�,�,<'.:K,'.'. '1 -. .," .",wt'..a ;":r e(. .. r. GNED 6Y.• CLIENT: Bill MocDoWell WN BY: dip 7-73-94 604 Ash St. CKED BY: Caldwell, Idaho EIRAWING I!T(_E Cover Sheet Jefferson Pork No. 4 i w'' a r . �dd < , �En _ : a 1SM� .Mr + aw.' '•354 JOB NO. MY1094 MMRQ�Ua DWG NO. MY109424 SCALE: 1 "=50' REV. Z 403 Blaine a Caldwell, M FIELD BOOK NO. SHEET NO. (208) 454-0933 1 of 4 DATE GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) AND THE CITY OF CALDWELL SUPPLEMENTAL SPECIFICATIONS AND STANDARDS. 2. A PRECONSTRUCTION CONFERENCE WILL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO START OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHOULD BE PRESENT. J. ALL LOT DIMENSIONS, EASEMENTS AND CERTAIN OFF -SITE EASEMENTS ARE TO BE TAKEN FROM THE PLAT OF JEFFERSON PARK NO. 4 SUBDIVISION. 4. SKINNER, EARL & ASSOCIATES, INC. WILL PROVIDE (1) SET OF CONSTRUCTION STAKES FOR THE FOLLOWING ITEMS: ROUGH GRADING, SANITARY SEWER, MANHOLES AND SERVICE LOCATIONS, AND TOP BACK OF CURB, 5. ALL CONSTRUCTION STAKES MUST BE REOUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO PLANNED USE. 6. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENT AND/OR STRUCTURES. ALL MATERIAL NOT SUITABLE FOR THE FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTORS EXPENSE. 7. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR COST OF RE-ESTABLISHING SAID POINTS, 8. THE CONTRACTOR(S) SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 9 ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 10, EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. EXISTING CONCRETE PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL HAVE DOWELS INSTALLED AND THE EDGE COATED WITH 'IAR AS REQUIRED BY THE ENGINEER. 11. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. 12. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF ITEM NO. 11 AT THE REQUEST OF THE AGENCY AND/OR ENGINEER. 13. THE LOCATIONS OF EXISTING UNDERGROUND) UTIL17IES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14. ALL COSTS OF RETESTING FOR PREVIOUSLYFAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. 15. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 16. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION AND/OR AGENCY MUST BE APPROVED PRIOR TO: (A) PLACING OF CONCRETE, (8) PLACING OF AGGREGATE BASE, (C) PLACING OF ASPHALT PAVING, (D) BACKFILLING TRENCHES FOR PIPE. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 17. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM THE CITY OF CA,L41'LL, AT 4,gA$T ?4 HOURS PP,IOR TO ANY CONSTRUCTION. kix;�rii V) WATER 1. THE WATER -SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE STANDARDS SET FORTH IN THE "IDAHO REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS" (I.R.P.D.WS.), THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.WC.) AND THE CITY OF CALDWELL SUPPLEMENTAL SPECIFICATIONS AND STANDARDS. 2 WATER DISTRIBUTION MAINS SHALL BE CONSTRUCTED WITH CLASS 150 PVC (POLYVINYL -CHLORIDE) PIPE, CONFORMING TO AWWA C-900. THE PIPE SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY PERSONS PROPERLY QUALIFIED TO PERFORM SAID WORK AND SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE CITY ENGINEER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES AFTER INSTALLATION OF THE WATER MAINS, THE TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY TO PREVENT FURTHER SETTLEMENT. ALL MAINS SHALL BE LEAK -TESTED, FLUSHED AND SANITIZED, AS PER I.S.P.WC. BEFORE CONNECTING TO THE MUNICIPAL SYSTEM. 4. WHERE IT IS NECESSARY FOR SEWER AND WATER TO CROSS EACH OTHER REFER TO NOTE NO. 17 UNDER SEWER NOTES. 5. ALL GATE VALVES SHALL BE FLANGED AND/OR MECHANICAL JOINT (M.J.) AND SHALL CONFORM TO AWWA C-509 SPECIFICATIONS AND SHALL HAVE A 200 P.S.I. WORKING PRESSURE RATING. ALL VALVES SHALL BE ANCHORED IN CONFORMANCE TO THE DETAIL SHOWN IN THE 1. S.P. W. C. 6. ALL TEES, PLUGS, CAPS AND BENDS, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN ON THESE PLANS. T ° 7. NO. 12 DIRECT BURIAL WIRE SHALL BE PLACED ALONG THE NORTH , AND EAST SIDE OF WATER MAINS AND SERVICE LINES. WIRE SHALL BE TAPED TO GATE VALVE SO 1T IS ACCESSIBLE FROM ABOVE BUT DOES NOT INTERFERE WITH VALVE OPERATION. 8. SKINNER, EARL & ASSOCIATES, INC. WILL PROVIDE ONE (1) SET OF CONSTRUCTION STAKES FOR EACH OF THE FOLLOWING ITEMS: WATER MAIN LINES, TIRE HYDRANTS AND SERVICE CONNECTIONS. 9. ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO THE AWWA C601 SPECIFICATIONS, LATEST EDITION. (A) THE DISTRIBUTION SYSTEM SHALL BE PRESSURE TESTED TO AT LEAST 1.5 TIMES THE WORKING PRESSURE AT THE POINT OF THE TE.;T. (8) PRIOR TO USE OF THE PIPE LINE, IT SHALL BE DISINFECTED ACCORDING TO SPECIFICATIONS OF THE I.R.P.D.WS. AND -THEN FLUSHED. THE DISINFECTION AND FINAL FLUSHING PROCEDURE SHALL BE TESTED TO DETERMINE IF THE APPROPRIATE MINIMUM CHLORINE RESIDUALS HAVE BEEN rY EXCEEDED10. CONTRACTOR 'HAL NOTIFY R EAR � L 01T SKINNER, NE L & ASSOCIATES, INC. AND #+ THE CITY OF CALDWELL WATER DEPARTMENT THREE (3) WORKING DAYS EFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST CITY OF CALDWELL WATER DEPARTMENT INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF �W^CKFILLING. p r ; 1 CONTRACTOR TO FIELD VERIFY ALL VALVE BOX LID ELEVATIONS MATCH FINAL GRADE, AND ALL METER LID ELEVATIONS TO MATCH AN EXTENSION OF THE SIDEWALK GRADE. 12. WATER MAIN CONSTRUCTION SPECIFICATIONS SHALL BE DIRECTED BY THE CITY OF CALDWELL. 13. VALVES FLANGED OR M.J. SHALL BE LOCATED IN THE STREET, AND FIRE HYDRANTS ARE TO BE CENTERED BETWEEN BACK OF SIDEWALK AND THE RIGHT-OF-WAY. ALL GATE VALVES SHALL BE SET AS CLOSE (FLANGE CONNECTED) AS POSSIBLE TO MAIN LINE FITTINGS. 14 UPON THE COMPLETION OF WORK, THE ENGINEER SHALL SUBMIT A SET OF RECORD DRAWINGS TO THE CITY OF CALDWELL. 15. WATER SERVICI_ LINES SHALL BE PLACED IN A 2 INCH DIAMETER SCHEDULE 80 WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A S IREET DRAINAGE SEEPAGE BED. THE PIPE SHALL EXTEND 25 FEET BEYOND THE BED EACH WAY. 16. THE CONTRACTOR MAY PRESSURE TEST ALL WATER LINES AFTER DISINFECTION AND FLUSHING BUT PRIOR TO INSTALLATION OF OTHER UTILITIES. AFTER ALL UTILITIES ARE INSTALLED AND PRIOR TO PAVING THE CONTRACTOR SHALL PERFORM A FINAL PRESSURE TEST WITH THE ENGINEER IN ATTENDANCE. THE CONTRACTOR SHALL FURNISH ALL PERSONNEL AND EQUIPMENT NECESSORY TO CONDUCT THE TEST 7-13-94 CLIENT: Bill MocDowell 604 Ash St. Caldwell, Idaho SEWER 1, ALL SEWER WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I S.P.WC.) AND THE CITY OF CALDWELL SUPPLEMENTAL ,;PECIFICATIONS AND STANDARDS. 2. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL LiE BY THE CITY OF CALDWELL. 3. ALL MANHOLES SHALL BE IN ACCORDANCE WITH I.S.P.WC. 4. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034. A RUBBER RING IS TO BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL, IN ORDER TO ENSURE A WATER -TIGHT SEAL, 5, SEWER INSPECTIONS WILL BE BY THE CITY OF CALDWELL AND THEIR DECISIONS SHOULD BE CONSIDERED AS FINAL. SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 6. STUBOUTS FOR SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE CITY OF CALDWELL SPECIFICATIONS. THE CONTRACTOR IS 10 NOTIFY THE ENGINEER WHEN THIS IS ACCOMPLISHED SO THAT ANY DESTRUCTION OF SAME IS NOT BACKCHARGED TO THE SEWER CONTRACTOR. SERVICE STUBOUTS WILL BE TO THE POINTS SHOWN IN THE DRAWING OR AS MARKED BY THE ENGINEER IN THE FIELD. SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH I.S.P.WC. STANDARD DRAWINGS. THE SEWER SERVICE MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION. SEWER SERVICE LINES SHALL BE CONSTRUCTED AT THE STATIONS SHOWN ON THE PLANS, SAID SERVICE LINES SHALL EXTEND FIVE (5) FEET BEYOND THE RIGHT-OF-WAY. 7. PRIOR TO FINAL ACCEPTANCE, AFTER ALL UTILITIES ARE IN AND PRIOR TO PAVING, AN AIR TEST SHALL BE CONDUCTED. THE CONTRACTOR SHALL CONTACT THE CITY OF CALDWELL A MINIMUM OF 24 HOURS PRIOR TO TESTING. 8. AIL MANHOLES SHALL BE CONSTRUCTED SO AS TO BE WATER TIGHT AND WITH THE TOP OF CONE LOCATED WITHIN ONE (1) FOOT OF THE FINISHED GRADE. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS. THE SEWER CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT ALL RING ELEVATIONS MATCH FINAL STREET GRADES. MANHOLES SHALL HAVE 1:' INCH MAXIMUM OF GRADE RINGS. 9. WHERE CONCRETE COLLARS ARE USED, THE PAVING CONTRACTOR SHALL SET THE GRADE RINGS AND POUR THE CONCRETE COLLARS PER I.`;P.W.C. STANDARD DRAWINGS. THE PAVING CONTRACTOR SHALL CONTACT THE CITY OF CALDWELL 24 HOURS PRIOR TO POURING CONCRETE COLLARS. 10, THE CITY OF CALDWELL MAY INSPECT ALL SEWER CONSTRUCTION WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR WILL NOTIFY THE CITY OF CALDWELL 24 HOURS PRIOR TO CONSTRUCTION. 11, THE HORIZONTAL SEPARATION OF THE WATER AND SEWER MAINS SHALL BE A MINIMUM OF TEN (10) FEET. 12. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS, THE DEWATERING METHOD SHALL BE DISCUSSED WITH THE ENGINEER AND APPROVED PRIOR TO CONSTRUCTION. DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING SHALL BE CLEANED AND RESTORED TO THEIR ORIGINAL STATE. BEDDING MATERIALS SHALL BE 3/4" DRAIN ROCK. 13. THE TRENCH ABOVE THE PIPE ZONE WILL BE INSPECTED BY THE ENGINEER IN ACCORDANCE WITH THE LATEST EDITION OF THE 1. c]. P. W. C. 14. ALL STATIONING RELATES TO THE GRAVITY SEWER CENTERLINE. 15. SEWER SERVICE LINES SHALL BE INSTALLED PRIOR TO STREET IMPROVEMENTS. 76. SEWER SERVICE LINES SHALL BE MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE WHERE POSSIBLE. 17. WHEi`E IT IS NECESSARY FOR SEWER AND WATER TO CROSS EACH QTHER AND THE SEWER LINE 1S LESS THAN 18" BELOW OR ABOVE THE WATER MAIN, THE SEWER LINE CROSSING SHALL BE CEMENT LINED CAST IRON PIPE WITH WATER -TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND SEWER LINE SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. IN LIEU OF CONSTRUCTING OR RECONSTRUCTING THE SEWER TO CONFORM TO WATER MAIN STANDARDS, THE WATER LINE OR SEWER LINE OR BOTH MAY BE ENCASED IN FOUR (4) INCHES OF CONCRETE, MEASURED AT THE BELL. DRAWING TITLE: Jefferson Pork No. 4 General Notesf 18. AN ECCENTRIC CONE SHALL BE USED ON SANITARY" SEWER MANHOLES GREATER THAN FOUR (4) FEET DEEP, WITH THE VERTICAL WALL PLACED ON THE UPSTREAM SIDE AND ROTATED 45 DEGREES. MANHOLES LESS THAN FOUR (4) FEET DEEP SHALL HAVE CONCENTRIC CONES. 19. THE CONTRACTOR SHALL AIR TEST ALL THE SEWER LINES AFTER BACKFILLING AND SETTLING OF THE TRENCHES AND SHALL FURNISH ALL EQUIPMENT AND PERSONNEL REQUIRED TO PERFORM THE TEST. THE CONTRACTOR SHALL RETEST ALL SEWER LINES AFTER ALL UTILITIES HAVE BEEN INSTALLED AND PRIOR TO INSTALLATION OF THE STREET SURFACING, 20. UPON THE COMPLETION OF WORK, THE ENGINEER SHALL SUBMIT A SET OF RECORD DRAWINGS TO THE CITY OF CALDWELL. 21. SEWER SERVICE LINES SHALL BE PLACED IN SIX (6) INCH DIAMETER WATER CLASS PIPE CONDUITS WHERE SEEPAGE TRENCHES ARE ENCOUNTERED. 22. SKINNER, EARL & ASSOCIATES, INC. WILL PROVIDE ONE (1) SET OF CONSTRUCTION STAKES FOR EACH OF THE FOLLOWING ITEMS: SEWER LINES, MANHOLES AND SERVICE CONNECTIONS IRRIGATION I. THE HORIZONTAL SEPARATION OF IRRIGATION AND DOMESTIC WATER MAINS SHALL BE A MINIMUM Of TEN (70) FEET. 2. WHERE IT IS NECESSARY FOR IRRIGATION AND DOMESTIC WATER TO CROSS EACH OTHER, ONE FULL LENGTH OF BOTH IRRIGATION MAIN AND WATER LINE SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING POINT AS POSSIBLE. 3 IF THE PIPE IS FREE -DRAINING, A MINIMUM OF 2-1/2 FEET OF COVER WILL BE ALLOWED IN ALL AREAS EXCEPT WITHIN THE PAVED ROADWAY. UNDER PAVED ROADWAYS OR IN AREAS WHERE THE PIPE IS NOT FREE DRAINING, A MINIMUM OF 3-1/2 FEET OF COVER SHALL BE REQUIRED FROM FINISH GRADE. 4, LOCATOR WIRE: LOCATOR WIRE SHALL BE INSTALLED WITH ALL IRRIGATION MAINS. WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVE BOXES. WIRE SHALL BE 12-GAUGE FOR DIRECT BURY. ALL CONNECTIONS SHALL BE WITH DRI-SPLICE WIRE CONNECTORS OR APPROVED EQUAL. WIRE SHALL BE FASTENED TO THE TOP OF THE PIPE AT A MAXIMUM INTERVAL OF 10 FEET. 5. FINDER TAPE: FINDER TAPE SHALL BE INSTALLED WITH ALL IRRIGATION MAINS. TAPE SHALL BE 2" WIDE, METALLIC RED IN COLOR, WITH THE WORDS "DANGER UNSAFE WATER" OR "NON -POTABLE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN 6" BELOW THE SURFACE AND 18" ABOVE THE TOP OF THE PIPE. 6. WARNING TAGS SHALL BE PERMANENTLY SECURED TO ALL IRRIGATION RISERS. TAGS SHALL HAVE "DANGER UNSAFE WATER" PERMANENTLY INSCRIBED. WARNING TAG FROM CITY OF NAMPA IS AN APPROVED TAG. JOB NO. MY1094 MM11 (QU, DWG NO. MY109425 SCALE: N/A © REV. Z 403 Blaine • Caldwell, M FIELD BOOK NO. SHEET NO. (208) 454-0933 2of4 P/L P/L 60' R/W 7.5437' BACK TO BACK +-4' 7.5' J _ �- 18.5' 18.5' Sta- 1+00.00 Wheel cut on< match exist. VP/ SIDEWALK SO- 714 0.20' PLANT MIX ASPHALT ROLL CURB 0.15' 3/4' MINUS CRUSHED GRAVEL SO- 702 n.67' 2" MINUS OR 3/4" MINUS CRUSHED GRAVEL F'v� 9S Ray Ave. O O O O O T_ 7- IT TT --� 2,3 I it II I 2'-3.. I I I I I L-- -Ld--- -� "71 O O I.E. (In)2388.25 0 5.5'- T4' r Slope 6" 1: 6 6' Sidd ewalk ofµ oi,F �lAe 4' 5' 5' Pedestrian Ramp Detail A.D.A Approved N. T. S. Sta. 1 +00.00 Wheel Cut and m existing asphalt. 56' R/W - 37' BACK TO BACK -/lam ­-4 18.5' -- (`- j- 18.5' - 16.5' --� - 16.5 no P/L All construction shall conform to the most current edition of the Idaho Standards for Public Works Construction and the City of Caldwell Supplemental Specifications. LEGEND \--SIDEWALK Direction of Drainage Flow - 0.20' PLANT MIX ASPHALT SD-714 _� Finished grade top back of curb 0.15' 3/4" MINUS CRUSHED GRAVEL ROLLO 2 CURB ® Catch basin (CB) 0.67' 2" MINUS OR 3/4" MINUS CRUSHED GRAVEL SD-0 �---r Topographic contour line of existing ground OR 1.00' PIT RUN GRAVEL SUBGRADE COMPACT UPPER 6" TO 95X N y Pedestrian Ramp OF MAXIMUM DENSITY ¢ Street Sign TYPICAL ROADWAY SECTION F Street Light ,Jefferson Parkway C= Curb Side Mailbox See City Specifications -E z --ow �C� 00 / 0 O N 0'13' 46" W oa 85.00 Install f8 L.F. 12"0 PVC SDR-35 N 0 91.67 1.; 91.08 4 N N Install ±65 L.F. 6"0 PVC SDR-35 Daylight at Dixie Drain I.E. t(W)2388.30 I E. t(E)2388.00 Construct Retention Pond Capacity 3000 c.f (Water elevation 2397.50) Floor EL 2388.00 Min Top of Bank EL 2392.00 Bank Slope 5: 1 159.61 �g5 Install ±57 L.F. 12"0 PVC SDR-35 <2 Daylight pipe at pond floor Install 1000 Gallon HS-25 Sand/Grease Trap Top of structure EL 2390.25 I.E. In 2388.25 I.E. Out 2388.15 Jefferson ParkwayPC ao ��� 1 Install Type IV Catch gi ` Basin SD-601 259.89 60 1 ^ Grate EL 2391.54 1 N O m 2,�93 Jefferson Parkway 0 00 N ° v 9207 v I.E. In 2388.50 " O I.E. Out 2388.34 53 01 �\ VPI CCv co�/A a C-8 91.70 92.10 Install ±51 L.F. 12"0 92,13 Class 150 PVC 1�I 92.30 r ° Sta. 4+38.18 PT Install Type IV Catch Basin SD-601 Grate EL. 2391.57 I.E. 2388,57 0 0 O O + y- N r_� Lr) -- O 4_ O O = ^v ^Ez OO 003 a coY 0 O3 0 0 LO O f� a C ` _to O It r et c j > 6 Q O O O OLOO LO O O 6 Q 2400 + rn+___T rn+ a 1n o q V) zt v o II �v - -- rox. profile P P i T O0i a to `r 1) � `t -t rn � O ^ O n (0 ^ n O A - 0^ � O N to O - to N J ` O a (n > W (n W > W e istin roun 9 9 UN st N N O - O ^ I - _ S=-0.885 ._ o LO o_N W J (n W �N O + �' obi N j 0 M O p `t + �i o) .mod rn r7 '`� `r �") N 2395 - 2395 VC=50' _ _ _ - j W -- < to -- F O Approx. profile o d - LO W S=0.4009b VC=50' _ _ S_ 1 $459, t i -I a -I (n > W M N existing ground " w ("i) L j _ cn W _ _ - Finished grade asphalt - - t j W - _ S= 0.551q - -- VC=5 S= I. 590 ® centerlin ✓C=5 _ _ _ _ 2390 Exist. Jefferson Pak No. 2 S=- C. Finish grade asph !t 2390 Finish grade aspha t Note: See plan view for c tch basin locations Exist. gradjeffe Finish grad son Park N asphalt 3 ®ce terline 2385 2385 Note: See plan view for catch basin to ations 33 NO BY DATE DESCRIPTION NO BY DATE DESCRIPTION DESIGNED BY: CLIENT: Bill MocDoryeli DRAWING TITLE: Park No. 4 Jefferson z `- - z z o DRAWN BY. dip 7-15-94 604 Ash St. Storm Drain & Street Design li o Caldwell, Idaho > CHECKED BY: Jefferson Parkway & Ray Ave. -' w APPV'D BY: JOB NO. MY1094 D QaU0 Rg DWG NO. MY109426 SCALE: Mi cW(AQ°N30 GM(l VERT. 1 "= 5' / HORZ: 1 "=50' REV. L 403 Blaine 0 Caldwell, M FIELD BOOK NO. I SHEET NO. (206) 454-0933 3of4 LEGEND ate, �� 6� 30 � 9c sta. 1 +00.00 -'0 31 Exist. MH 5 5L 32 5 MH No. 1 a� � Sta. 1+50.00 f Rim EL f2396.97 • N 31 °� 5 jop k 1 k5 -4 0 1 1 o d 5to V A' � F 32 0 �. • z 35 N N •A O t • 30 O o k ' X54 5�a 5� ^' = StoSV, Install Fire Hydrant Install 6"0 Gate Valve M.J. 35 35 Install 6 x 6 x 6 Tee M.J. 0 33 Install Thrust Block c>J - a, cA 12.83 c'v, as �0 29k�2r' �s� �� Block 2 2 34 rn h 35 5A, 5 c x + e o 21 MH No. 2 Sta. 3+17.16 's , 50.7 303 93.1 V. Rim EL ±2395.71 28 3k3 s • • v7 W W s 38i x a.��• rsC'' 167 • • 2 29 -6 7 �57.18 301 75.00 19.83 os -9 27 5� - �' r co 22 v 26 ° vi n 25 v + -i `L 1.+o -j � MH No. 5 e} rn d rn -� 24 u' -' 23 Sta. 6+45.98 MHo No+7 2 V) v �' �° v Rim EL t2391.90 Rim EL t 395.25 �001 Block 1 MH No. 4 As Sta. 4+35.08 Rim EL ±2394.78 Ray Ave. 0 0 C) C) 0 0 + O+ V- L N 0) n LO N 0000 O to N H O ^NN N n 00 0) Li MZW +Zw U _ -- - -- cn cr- 6 (nZEQ� -- -- -_- nzo: SDR-35 l, 84 PVC �I SDR-8 "0 % S=- to 0. 0CNN 000 W) 00 --T W Ono N 00 N 1 C 7 O �O 4i L1_i DATE L.F. 0 ✓C ).927� cD Lq co r< f211 1 L.F 8"0 PVC 92-77,- Q Sanitary Sewer Manhole Q Exist, Sanitary Sewer Manhole -C- Direction of Drainage Flow ® Gate Valve } Fire Hydrant A Thrust Block 0 Domestic water house service with 1" copper pipe • and 314" copper service tails -W- Domestic Water - S - Sanitary Sewer I.E. invert elevation of pipe S.L. Service Line MH Manhole rn N u) H dW 2 E Z 0: O %) 10 Wi U M N + t\ All construction shall conform to the most current edition of the Idaho Standards for Public Works Construction and the City of Caldwell Supplemental Specifications. O N N O) O h N M co N + •+--j N J � N-1 � M(n--i U) J U Sta. t+05.00 vM) vIt inv-n n`r" C_1th (Exist. MH Jefferson 252 78.04 180 70.00 70,00 20, 45.86 10 �' Park No. 3)so Rim FL 12390.43 �o sta. 1+00.00 13' Jefferson Parkway N 0' 13' 46" 259.89 160 tea•# ` 1 .7 284 N 85.00 217 72.0 0 278 53.01 AA,1 n � Q V + A b W N-LL: e / n:rM n:rn n 3Q_ �1L Y Install Fire Hydrant I o� 1� 45 o Install 6"0 Gate Val v J. Install 6 x 6 x ee M.J. 0] Install Thrus lock I ail 45' Elbow M.J. 2�g5 Install Thrust Block Jefferson Parkway 0 00 0 0 CLIENT: Bill MocDoWell d1p 7-18-94 604 Ash St. Caldwell, Idaho / Install Thrust Block O� �x N o UmS2t o39. ,300 4+09.88 C- 8 MH No. 5 Rim EL ±2391,90 O 00 M O O Oi N OU'3 II 6tj 2395 +�+W �Z o=E (0ZrX 6�'� - -- - - - - - 2390 _ Connect 8"0 VC to i e)isting stub ut 2385 VC----- t 305 L. - 9779 W) C)S=O. vi to ") 0000 Exist. 8"0 Pvc N ^ 2380 -- N w 3 00 N 00 O Z,N� W Lq j ) Li 4i DRAWING TITLE: Jefferson Pork No. 4 Sanitary Sewer & Domestic Water Jefferson Parkway & Ray Ave. 3� JOB NO. MY1094 Odra �QpO DWG NO. MY109427 SCALE: VERT. 1 "=5' ,����,�� ��y5 0Q 2)L�SII© (S HORZ: 1 "=50' REV. L �wr 403 Blaine • Caldwell, in (FIELD BOOK NO. I SHEET NO. (208) 454-1 4of4 JEFFERSON PARK NO. 2 S UBDI MION APART OFSW114NW` 114SEC. 34, T4N, R3W, B.M. CALDWELL, CANYON COUNTY, IDAHO 1994 N 1/16 Car. EE l T o f B e cl r-T r-i g s NW 1116 car. Sec. 34 N 89' 25' 15" E 1323.98 Sec. 34 17 661.89 rn CW-NW 1/64 Cor. I 3 o I Jefferson Park No. 1 Subdivision Block 2 Bk. 19 Pg. 32 2 Rudolph Manor N o o $ 89' 27' 15' W Bk. 14 Pg. 33 � Q W _ 100.00 > I Q �1 Q Initial Point � b o �_ -_ - - - 51 J � Fd. 1/2' pin, reset with 2" Z ' I O .,.., I d1a. by 36' long aluminum I ^ I Op O O 3 4 pipe with 3' dlo. aluminum IOI 23 p I cap attached. Q \I S 89' 26' 56' W 341.82 - o 50 100 L S 89' 27' 15" W a 60.00 121.82 80.00 _ - 80.00 -I -------- r---- r --� Scale: 1"=50' \ \ I I 1 30 I 30 F - 100. 00 - 5. I o ao 24 0l O Block 3 to 11 I I o I I -�o P. m_ `O o ^I ^ oQ0 9 00 M 10 0 L s 89' 27' 15" W-� N LEGEND n i t col \ N Z I C- 7 `t I 100. 00 -- IL6 \� Z, �I� W F- , 3 8 \ \ 56.84 G� I a of of O Found brass/aluminum cap monument I u� IL C- o O 2� 00 - - 0 25 ^ol Set brass/aluminum cap monument C- 0 5 21 ^ll0f�e Cam- S 89' 4T 00" W • o ^ I M Q• Set 5/8 inch x 30 inch did. rebar w/ yellow cap I I ��°' E • ��2 106.88 V) Ls 89' 27' 15" W -� O Qo Found 5/8 inch did. rebar LS i 00 N r- - ]00.00 - - --� 2 • Set 1/2 Inch x 24 inch dia. rebar w/yellow cap t r B 91220 01_00 E j N 6� � C_g _ 56.88 - _ c A I col to o Found 1/2 inch did. rebar l I R-55Imo I uli Block 2 0l ® Found iron pipe or rod 0 ~ I I N 1'; ' 4 I� + • I 26 I - - Property boundary line Record data rNj C 7 i Gi 6/ JU > I ULS 77 50 30 c / E - Q98.53 \ O / /� �� \ 21- - - - - Utility, drainage and irrigation easement is loft. UA tJ 76 15 4-1� N o\ along subdivision boundary and street frontage & 106 28 ' 1 ` 5ft. on each side of interior lot lines unless W I / N ` C� U\ 27 \ otherwise dimensioned. Should lot lines be adjusted �� 000 I r, \ v Z the existing easement shall move with the adjusted u) I I k h v o \ rn\ N lot line, provided that the utilities are not currently 6 rn o0 3 �\ 0 16 W �\ �. installed within the limits of the easements. / o / I V 1 10 9g \ 66 3 00 \o Ni0 V / 1 S 0 L---------- Z L------J "� \� o o� o l 160.00 J _ _96.90 _ � 2261 30 16 � �\ \ \ / o\ SN 9' 2T 52' E 256.90 N 66 107 01 N \ 28 , f ti--R co 3 I I W 1/4 Car. C ec. 34 I I i o w o 4 5 6 \\ 2 66 30 0�/�\ N� Block 1 \ 667 07 g1 \oo \ Spring Meadow \� 1 Sk. 16 Pg. 24 0` \\' rn oo\.\ 29 W \ Nt,►, 6 N o 6 100 DO o\ CURVE TABLE to- \`s \ t o� NO RADIUS CENTRAL ANGLE TAN LENGTH CHORD CHO BEARING CI 200.00 23' 16. 44' 41.20 81,26 80.70 N IV 51. 22' W C2 100. 0 25' 57' 00' 23.04 45.29 4.4.90 S 76' 48' 30' W C3 20.00 9o, Do' Do' 20.00 31.42 28.28 N 44' 47' 00' C4 20.00 9o' 00' 00' 20.00 31.42 28.28 S 45' 13' 00" t' CS 20.00 90. 00, 00' 20.00 31.42 28.28 N 21' 30' 16" F C6 20.00 90' 00' 00" 20.00 31.42 28.28 S 68' 29' 44" E C7 128.00 V 24' 44' 7.58 3.16 3.16 S 89' 04' 38' W 8 128.00 4' 32' 14' 27.84 54. 54,40 S 76' 06' 08' W C9 72.00 5' 57' 00' 16.59 J2.61 32.33 S 76' 48' 30' W C10 230.00 T 28' 43" 15.03 30.02 30.00 S 3' 57' 22 E C11 230. 15' 48' 01' 31.92 63.43 63.23 S 15' ' 43" r C12 170.00 11' 7' 43' 1706 34.01 J3,95 N 17- ' 52" N C13 170.00 11' 49, Of' IZ59 35.06 35.00 N 6' ' 31' W C14 20. 50' 12' 29' 9.37 17.53 16.97 S 3' 44' W C15 20.00 50' 12' 29' 9.37 17.53 16,97 S ' 6' 16" W CIO 5.1,00 70' 08' 48' 38.62 67.34 63.21 IS 48' 1' 55- IV C17 .00 50' 57' 13' 26.21 48.91 47.32 IN 70' ' 05' W CIO 5 00 5 ' 54' 27' 27.37 50.79 49.00 18' 15 9 5 00 57" 33' 29" 30.21 55.25 32 6 N 38' 4' 44- E C 0 5 00 48' 51' 51' 24.98 46.8 45.4 N A_ 36' 59' r 01 vlaad 5 VIN CO 16' / \\ 30 N� 6 0 6 •� ��, 0� g1� � � � N 66 30 N 23' 29' 44' W 0 look \'n 3O 21.40 2 �1A 06 Block 4 �fl\ 5 iy106� ;6� E S 0' 13' 28' E �.'6 0 8.22 N 6 2XAYJ l • p 9 FU U 403 Blame • Ca1dWWI. M (208) 454-0999 SHEET 1 of 2 BK. 21---, PG_1 __- y-& Jefferson Park No. 2 Subdivision OWNERS CERTIFICATE We, John W. MacDowell, Marsha P. MacDowell and Marvin B. Wompler, Myrna Coon, Lora Albright, Glenda Samuelson and Lewis R. Wompler, being first duly sworn depose and say that we are the owners of JEFFERSON PARK NO. 1 SUBDIVISION which is more particularly described in the legal des— cription below, state that it is our intention to include said property in this subdivision plat, and that we do for ourselves, our heirs, transferees and assigns, hereby dedicate, donate and convey to the public forever the streets shown on this plat. The easements shown on this plat are intend— ed only for the right and purpose set forth and no structure other than those for Utility, Irrigation or Drainage purpose is to be erected within the limits of the easements. Also, we hereby certify that this subdivision is in compliance with paragraph 2, section 50-1334 of the Idaho Code. JEFFERSON PARK NO. 2 SUBDIVISION is situated in a part of the SW 1/4 NW 1/4 Section 34, Township 4 North, Range 3 West, Boise Meridian, Cald— well, Canyon County, Idaho and is described as follows; Commencing at the NE corner of the NW 1/4 SW 1/4 NW 1/4 (CW—NW 1/16 cor.), said corner monumented with a 5/8 inch diameter iron pin; thence S. 0' 13' 00" E., a distance of 330.09 feet along the centerline of Ray Ave. to a 5/8 inch diameter iron piri; thence S. 89' 25' 38" W., a distance of 30.03 feet to the INITIAL POINT, said point monumented with a 2 inch diameter by 36 inch long aluminum pipe with a 3 inch diameter aluminum cap attached; thence S. 89' 26'56" W, a distance of 341.82 feet along the southerly boundary of Rudolph Manor Subdivision (found in Bk. 14, Pg. 33 Recorders Office) to a 5/8 inch diameter iron pin; thence S. 0' 13' 25" E., a distance of 330;15 feet parallel with the westerly boundary of said SW 1/4 NW 1/4 to a point on the northerly boundary of Spring Meadow Subdivision (found in Bk. 16, Pg. 24 Recorders Office) to a 5/8 inch diameter iron pin; thence N. 89' 27' 52" E., a distance of 256.90 feet along the northerly boundary of said Spring Meadow Subdivi— sion to a 5/8 inch diameter iron pin; thence S. 23' 29' 44" E., a distance of 291.06 feet along the easterly boundary of said Spring Mea— dow Subdivision to a 5/8 inch diameter iron pin; thence S. 0' 13' 28" E., a distance of 8.22 feet along the easterly boundary of said Spring Meadow Subdivision to a 5118 inch diameter iron pin; thence N. 66' 30' 16" E., a distance of 171.06 feet to a 5/8 inch diameter iron pin; thence N. 2�' 29' 44" W., a distance of 21.40 feet to a 5/8 inch diameter iron pin; thence N. 66' 30' 16" E., a distance of 100.00 feet to a 5/8 inch diameter iron pin; thence N. 23' 29' 44" W., a distance of 280.00 feet to a 5/8 inch diameter iron pin; thence N. 0' 13' 00" W., a distance of 280.00 feet to the south— east corner of Lot 22, Block 2 Jefferson Park No. 1 Subdivision (found in Bk. 19, Pg. 32 Recorders Office), said corner monumented with a 5/8 inch diameter iron pin; thence S. 89' 27' 15" W., a distance of 100.00 feet to the southwest corner of said Lot 22, said corner monumented with a 5/8 inch diameter iron pin; thence S. 0' 13' 00" E., a distance of 56.74 feet to a 5/8 inch diameter iron pin; thence S. 89' 25' 38" W., a distance of 60.03 feet to the INITIAL POINT of this subdivision. This subidvison contains 5.429 acres more or less. Marvin B. Wampl By s�r��' — Lewis R. Wampler Attorney in Fact Lora Albright Le wis R. Wampler Attorney in Fact LewisWompler na Coon BY -- Lewis R. Wampler Attorney in Fact Glenda Samuelson ByLew� Wam�------ Attorney in Fact Marsha P. MacDowell State of Idaho ss County of Canyon On this _9,0_ day of _.�L , 199-, before me, the undersigned, a Notary Public in and for said State, personally appeared Lewis R. Wompler, known to me to be the person who subscribed to the within and foregoing instrument individually and as the attorney in fact for Marvin B. Wompler, and acknowledged to me that he executed the name of Marvin B. Wompler as principal, and his own name as attorney in fact; that he subscribed to the within and foregoing instrument as the attorney in fact for Myrna Coon, and acknowledged to me that he executed the name of Myrna Coon as principal, and his own name as attorney in fact; that he subscribed to the within and foregoing instrument as the attorney in fact for Lora Albright, and acknowledged to me that he executed the name of Lora Albright as principal, and his own name as attorney in fact; that he subscribed to the within and foregoing instrument as the attorney in fact for Glenda Samuelson, and acknowledged to me that he executed the name of Glenda Samuelson as principal, and his own name as attorney in fact. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certification first above written. oe �> Notary Public for I aho �o �R y s Residing at e yy T B op �••°neneneA°+ State of Idaho ss County of Canyon On this _44— day of _ /L. , 199J , before me, the undersigned, a Notary Public in and for said State, personally appeared John W. MacDowell, known to me to be the person who subscribed to the within and foregoing instrument individually and as the attorney in fact for Marsha P. MacDowell, and acknowledged to me that he executed the name of Marsha P. MacDowell as principal, and his own name as attorney in fact; IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certification first above written. •icy L- P9 -"°••,. ~~•0% ,•0 _ �'s�—arm=rL^-__ Q' • [ • 01 Notary Public for Idq Residing at _ Idaho.; * �# %, eP pUBL�G O SURVEYOR'S CERTIFICATE I, Gerald L. Earl do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat of Jefferson Park No. 2 Subdivision as described in the owners certificate and the attached plat, was drawn from an actual survey made by me and accurately represents the points thereon. I further certify that 1 made this survey under the direction of the owner thereof and that the survey is in conformity with the State of Idaho Codes relating to plats and subdivisions. APPROVAL CITY ENGINEER 1, Gordoq N. Law ,City Engineer, in and for the City of Caldwell, Canyon County, Idaho hereby approve this plat of Jefferson Park No. 2 Subdivision APPROVAL CITY OF CALDWELL PLANNING AND ZONING COMMISSION J,V, I l�lq4 Chairman Date APPROVAL OF CiTY COUNCIL 1, City Clerk in and for the City of Caldwell Canyon ounty, Idaho do hereby certify that at a regular meet— ing of the City Council held on the 11ith day of __ __Iz_—, 1993 this plat of Jefferson Park No. 2 Subdivision wa accepted and approved. APPROVAL OF COUNTY SURVEYOR 1, Dennis A. King, Canyon County Surveyor, do hereby certify that I have examined the plot of Jefferson Park No. 2 Subdivision and that -- it complies withnthe requirement of Idaho State Code. � �01: r,is k CERTIFICATE OF COUNTY TREASURER 1, Zelda Nickel, County Treasurer in and for the County of Canyon, State of Idaho, per the requirements of I.C.50-1308, do hereby cert— ify that any and all current and/or delinquent County Property Taxes for the property included in this proposed subdivision have been paid in full. This certificate is valid for the next thirty (30) day, only. County Treasurer Date Slc�innQr, arl Fi MISS Inc. 403 Blaine e Caldwell, M (208) 454- 0933 Sheet 2 of 2 John W. MacDowell JV ohn W. MacDowell Attorney in Fact BK. _nL" PG. _Z__, 1 Ld N 1/16 Cor. Sec. 34 W 1/4 Cor. Sec, 34 I 3 3 JEFFERSON PARK NO. 2 SUBDIVISION A PART OF SW 114 NW 114 SEC. 34, T4N, R3W, B.M. CALDWELL, CANYON COUNTY, IDAHO 1994 Bclsis of EE3 ir-I cis N 89' 25' 15" E 1323.98 Rudolph Manor Bk. 14 Pg. 33 Initial Point Fd. 1/2" pin, reset with 2' dia. by 36" long aluminum 4 5 pipe with 3" dia. aluminum cap attached. - _ 121 82 _ 0.00 - - - \� Block 3CP �w 9 10 0 N, z 6 0- 80.00 c CK) I I c- 7 � CW-NW 1/64 Car. $ o I Jefferson Pork No. 1 Subdivision 0 Block 2 Bk. 19 Pg. 32 to IV WTI, M � I 22 30 I 30 of0 �I - 100.00 - 5" I I 0 I of 24 oI o I o 00 L- S 89' 27' 15" W -J � -, 5 0-20 N � Mode Ct- S 89' 47' 00" W • o I I " E 0,2 106,88 � L S 89' 27' 15" W -I W L 50 �� co r - 100.00 -- - S 82' 22' O1" Ej 63 g2 g 56.88 c o I O� NI-'9-20 �� �$� C ---- `x coo 0 oI R=55' C•) tK to Ln Block 2 0l z I� 4 CN • I 26 O I v rn rn \/ O °" ^i r l M 3 W J N 7 i i/ n Jv I VIES 77 50, Q 98.53 - I L6I • // / w 1� N 76 16.281 O� � I N1 CIA 100.00 - - -1 7AL` �L-5584- 00 o c 025 21 16 O'9966 300�/ o Nam. 1 E0.00 96.90 � N 89' 27' 52" E 256.90 - 1 \C3. 28 �\ � 4 � 5 1 6 � 2 CD I oA 66 p A � Block 1 \ 66, Spring Meadow 0. Bk. 16 Pg. 24 29 N o� i \ 1p0•0 oA CURVE TABLE NO RADIUS CENTRAL ANGLE TAN LENGTH CHORD CHD BEARING C7 200.00 23' 16' 44" 41.20 81.26 80.70 N 11' 51' 22` W C2 100.00 25' 57' 00" 23.04 45.29 44.90 S 76' 48' 30" W C3 20.00 90' 00' 00' 20.00 31.42 28.28 N 44' 47' 00" E C4 20.00 90' 00' 00" 20.00 31.42 28.28 S 45' 13' 00" E CS 20.00 90' 00' 00" 20.00 31.42 28.28 N 21' 30' 16" E C6 20.00 90' 00' 00" 20.00 31.42 28.28 C7 128.00 1' 24' 44" 1.58 3.16 3.16 S 89' 04' 38" W C8 128.00 24' 32' 14" 27.84 54.82 54.40 S 76' 06' 08' W C9 72.00 25' ST 00" 16.59 32.61 32.33 S 76' 48' 30" W C10 230.00 T 28" 43" 15.03 30.02 30.00 S 3' 5T 22' E 771 230.00 15' 48' 01 " 31.92 63.43 63.23 S 15' 35' 43" E 172 170.00 11' 27' 43" 17.06 34.01 33.95 N 1T 45' 52" W 773 170.00 11' 49' Ol" 17.59 35.06 35.00 N B' 07' 31" W C74 20.00 50' 12' 29" 9.37 17.53 -16 97 43' 44" W C15 20.00 50' 12' 29" 9.37 17.53 16.97 S 88' 56' 16" W C16 55.00 70' 08' 48" 38.62 6734 63.21 S 48' 41' 55" W C17 -El8 55.00 50' 5T 13" 26.21 48.91 47.32 N 70' 45' O5" W 55.00 52' 54' 27" 27.37 50.79 49.00 N 18' 49' 15" W C19 55.00 5T 33' 29" 30.21 55.25 52.96 N 36'_24' 44" E C20 55.00 48' 51' 01" 24.98 46.89 45.49 N 89' 36' 59" E n'�°o 30 5' Ch CO 6 3p j o\ y i 6 '7 g1 0\ �30, 160 E rn a� N N 23' 29' 44" W B1ocK 30 21.40 1 Asp\ 32 Block 4 06'� 6r S 0' 13' 28" E 6 � 1 8.22 N 6 NW 1/16 Car. Sec. 34 N ( 0 50 100 Scale: 1 "=50' LEGEND Found brass/aluminum cap monument Set brass/aluminum cap monument Set 5/8 inch x 30 inch dia. rebar w/ yellow cap Found 5/8 inch dia. rebar Set 1/2 inch x 24 inch dia. rebar w/yellow cap Found 1/2 inch dia. rebar Found iron pipe or rod Property boundary line Record data Utility, drainage and irrigation easement is 10ft, along subdivision boundary and street frontage & 5ft. on each side of interior lot lines unless otherwise dimensioned. Should lot lines be adjusted the existing easement shall move with the adjusted lot line, provided that the utilitieh are not currently installed within the ;units of the easements. /mot ZXf`)i1 fn1WCwp CSC°�Q0 403 Maine 0 Celditell, ID (208) 454-01193 SHEET 1 of 2 BK. a2 J---, PG-.7- - - ko-ceivec( a-1,1- 9z 28 27 Linden Street 33 34 J- -------- - - - I I Willowbrook Estates Subdivision -- --- -- - - I- Caldwell Sr. High School Io I`o I I � Il I I ll I I II I I II Ch_apporo. Street I - I -- I I -- I- ------ Cottonwood Street I gym. � 9 Center -1 -----_-._--- Sec. 34 Spruce Street (Not improved) �- Jefferson Jr. High School i� Vicinity Mop Scale 1'=400' e, - Retention Pond 72 /-Outlet W ENLARGED ViEW LOT 9 W W W \V W W \V W W W W W \Y W 4 ENLARGED VIEW LOT 33 20ft. Planting sore 2 �►---- 32' -----� Section A=A Culvert Crossing Q Q 0 Sidewali 6ft. high dog eared Cedar fence JEFFERSON PARK Preliminary Plot SITUATED IN THE NW 114 SEC. 34, T 4 N, R 3 W, B. M. CALDWELL, CANYON COUNTY, IDAHO - - 90.00 / 78.75-1 .75� 1--78.757 78.75-] r-78.75 F78.75--� f--110.08 .42 30 30 I I V I y N I ry 00 �1�� I Install retention pond and 1,500 got I 2 vi I 3 L6 I 4 vi 15 I 6 � I 7 A�. son grease trap to meet 50 yr. 3 I I ri 1 r7 l / 8 storm frequency. See enlarged view \ J / ^ Install culverts - J L - _ - _J OCi L_ - -1 --R"� 24 N--- and handrail Chapporo Street s N -5T D0 PHASE I s v --- - -- - - - --- - - --_w.. - Retention pond _ 9 o not a building �- - r - - I - - r - - r - --1 I 112.00 lot, O Q 22 0 21 to l0 19 Io 18 0 0 0 1 u L94.0 0 -1 °`r 10) Ch I za 26 I � 92. 00 -J L 92. J L-- 92. 00 J 92. 00 J L-112. 0 v I r 158.40- I--- �1---- - - 340.00 � 1. 2-3 \ Y - 00 I 11 vj 15,'. 12260---7 �80.00-1 r80. 30 130 94.00-� \\14 I� 15 I � CN 16 1 co 1 I L-112.00- ALOCK 3 CN \ n o10 11 I 3 1 4 n(6 13 \���L� I I^ o 10 ''�� 1- - \ O ^ N j - I IL94.0 L 93.69 o is 1 Ct PHASE Ill 112.00 L 8 \ r -- �4�.00 w- . __� _ _ 55 Centerline ,�- s-248.54 1 25 v= N R u I 13 � i - Dixie Drain ity L8 /� 8 G�. L94.00J 12 -1�1 ,t f Mo��. o I r 2. oo _ o �� / N \I 40 � I ,n P4 29 28 26 1 6 11 n 10 I (N 9 N 8 I 3 � � 1 � - Existing sewer ,5'(tip)I ( 1 0 I 1 inferceptor 860-117.06 L73.60-1 L73.60-1 L 3.600- ° L_112. k s - 14794-2\v- 105.86 .60 e tio o Property line 0 3 BLO1527 CID, I L 00 - 163.15 -- 87� 13?� �\ \ do 14 5 I 1 -112- �� _ o 0. 4,00 �� Kimberly Ct.� L 112.00 k c�9 143..52-w29 1 o R,5 Section B-B Culvert and trap Cottonwood Street 112.00 3 -� 1 i ----� 30 2 o 18 � 9-' ItI� 3n] L73.601 1 L_1 2.00-j \ �i--1c7.90� -- 2 0 9 ag - -- o g.52 u\ <\ 31 �� ,a fib h 19 � o rn C 1 0 4 0 0 _135 28 - A 9 o _ 112.00 --1 1 3 - O 6 i 20 0 0 l £ 23.88-...... 1 28 28 L-1 .00-J \33 co -- cc ;� 3429 �g2�Ar PHASE IV �9.5.44--1 28 \ 22 N (bv) o `� 27 26 I 25 N 4 rn \ \ 8 o I NI 23 \9 0l -- 20-- � c 142.96-- - 86.18--1 75.07--1 I--85.0 -j L- 137.00 - 33 -- - � cli DRAWING TITLE: 8ft, wide cone. sidewalk and Eft. high fence instal,ed olong back lot line to existing walkway across Dixie Drain 20' planting screen with underground sprinkler and low maintenance landscape and deciduous trees with walkway. See enlarged view DEVELOPEMENT DATA: 1. Domestic water is provided by the municipal water system and pressure irrigation water shall be provided by wells as specified in Restrictive Covenants. 2. Sewage disposal shall be provided by municipal sewage facilities. 3. Road improvement shall meet City of Caldwell standards as is applicable. 4. Storm water runoff shall meet City of Caldwell and Bureau of Reclamation Standards. 5. Contour interval 2ft. 6. Current zone classification is R-1 7. No. Blocks is 3, No. residential lots 1s 78. 8. Total area of proposed development is approx. 22.53 acres. NOTES: 1. There will be a loft. wide irrigation and utility easement along the subdivision boundary and the street frontage of each lot. 2. Side lot lines shall have a 5ft. wide general irrigation and utility easement on both sides of each lot line. J. Radii of all street corners and Cul-De-Sac intersection 20ft typ. 4. Pressure irrigation lines will be located along the subdivision boundary and along the back lot lines. 5. Roll curb and 4ft sidewalk will be installed on interior streets. 6. Irrigation supply of a minimum of 400 gpm ® 60 psi shall be developed. BLOCK NO. NO. RES. LOTS COMMON AREA LOTS 1 31 2 36 0 3 11 0 LEGEND O Manhole to be installed Direction of drainage flow A Fire hydrant to be installed --W- Water Line -S - - Sanitary Sewer Line DATE ❑ FOR REVIEW ❑ PRELIMINARY ❑ FOR APPROVAL ❑ APPROVED FOR CONSTRUCTION JEFFERSON PARK Preliminary Plat