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HomeMy WebLinkAbout1991 - Santa Cruz, Santa Ana, San (2) 1 fid PROPOSED BOUNDARIES AND ASSESSMENT DIAGRAM FOR THE LAS EN. CINAS ASSESSMENT DISTRICT CITY OF ATASCADERO COUNTY OF SAN LUIS OBISPO STATE OF CALIFORNIA N y, E 10 G �. 1 _.. R •• ;� Ai " H ET L ISH EV 33 �f < F ,f H 1" 1 1 �, .s ✓ l e N Y _ � /' w � � ,l C.�. /45ZT,�''`of"`•C:^,�a .,� "s�fd"'�w ) ` ,r- •� r �, , Q �..�,'""".m'q'�,+�"•..�" 4 7 �4wn „,q� � � ���,sy e f G i e sYi p..- .......,x,«-.-.,—,-.......��—�-r.e»-_......-__.......,.m., a, rya r , Yae , ^ i .cs lw E t rwr'10 . SHEET INDEX MAP, TYPICAL ROAD NOT TO SCALE NOT 7­0SCALE =a � r d a I � a �.f a J ASSESSMENT APK Y. NUMBER 1 049-241-019 2 049-241-024 049-241-020 ' �- 1�--022 V 5 --241•-027 7 049-241-045 1 -045 p ''4' as 6 8 049-241 -046 . Boa ,. ,�---. '050 °o .s ,��o�s-u, 049-241-043 3 ,, 10 049-271-010 .r- CL 1 d� 11 049-271-010 S 12 050--031-041 � ooSHE050--031-040 16, 207 °� ®" 14 050-031-039 5 PCL 1 oe. i5 �„ 1 13 q f F _, ." Ufa ` " 1 049-241-023 0 PCL 2 . . 17 049-24!-018 ° 5 PIM 91 18 049-2e'*,*!.rC24 00, 208 7 �? o� � 19 049-241-025 20 050-031-010 �/.x 21 —031-011 >166 i 1 7 05 ' 0. 0; i - IN 2 -031-022 24 049-232-019 e S, o 25 049-232-01 26 049--232-013 7 049--232.-012 232- LD r 32 (}firA rLj e \ rr SCALE: 1 p 100 23 21 �\ 19 � � P CL , %, Ljj /6NI LLJ61 1�06 'b (3 Li C......e a D P f..,/L a C .J L. 15LLJ ,, QZ r +�.✓ a ..1 J'""� ^ .,.,.,a o✓ r J'° �. '+.,:ani`-y \r U6 105 �)) �-3 13 Pj\jl 97 J, �c-I Q 13 2 2 PIM go PC L lb 02 PCL X ,o 1 4? 65qj t e 60 C n ' ✓ l �',.,- lag � � • • �� A c! 11) 1 a1 � s � J c._.. a \ �Q. r,��.y ts• I 1 1 ' - e 110.62 0- 11 2 573.1 ! 1030'' 115.0 3 �a QJ � • ® 3 573.1 12030° 125.03 , CILEGEND � a -19 1 IGS 6 95.8 43"30' 72.73 ASSESSMENT I A P A ,.71e. CONCRETE OVERLaA°Y t � 7 130,4 4 ° 100.14 BOUNDARY � TYP. 8 573.1 7020' 73.35 RECONSTRUCT STREET � EXCAVATE EXISTING STREET 5 94 I I.I � 3f� �I ? 1 A REPLACE 1T , CLASS 2 AGGREGATE BASE 00 10 194 ,39 4 ' 045'1081 151.84 AND 2" OF A PHAL:f CONCRETE ' � � � � , 01 w • I I 64 . �. 55 23 316.71 1 12 200 2221"211' 7 .04 , 4 CLEAN ALL- LOOSE MATERIAL FROM ROADWAY 3 89.8 63* .74 SHOULDERS AND SLOPES, 111 , WITH - 14 106.3 280 51. 5 3 FI ACEPAVEMENT ET R�1EORC1 � FABRIC ( ADE AREAS) j' DRIVEWAY TRANSITION PAVING SHE e_ xm � 200 INDICATES STREET STATIONING . n , ..,T .N TALL 1.1 1 •. ,Mm C-Dl ASSESSMENT P,0; fiox 1 AMS •1 A E ESTDISTRICT BOUNDARYATASCADEIF�0, CA, 93423 ,F jam== x .,m.__ _, m _ –,__,_.a. M ---------n _._., ___.__.... .,,_ _n _ ASSESSMENT A.P.N. NUMBER 29 049-271-003 -003 30 049-271--002 31 049-271-001 2 NOT USED 33 050-111-011 34 NOT USED 35 050 -031-028 ( SEE SH T 6I 38 050 .031 -01 37 (SEE SHEET 5) 38' 050 .031- 019 39 050-031-020 40 050-031- 334 ` 7 l/ 41 050 .031 .033 42 050-031-035 5 587 �� 43 050-031-008 �� _ �.. �__.. �__�___�___. , -� �. 44 050-0331_030 PQM 1 - � �, ol �_ r 45 050-031-0,29 , ----�~ F , c�,� ` �� " 46 U50 -021 -028 ALE: 1 C� � � :� r_ �1 � � (�, � f...,r.- �.� 4 ®�-021-004 Al 2 .� �� � 9 � �.� �7� � .��, TABLECURVE Zc, � . L... p IN, LOT 41 q r' N a 1 OT 3 � Q 1 191.1 210 3 0° 71.71 lay. � -'� o.� 2 573.1 50108 50,1 l � .- cr74 � 42 3 573.1 17054' 1` 9 .04 d 40 44 45 4 573.1 1 160.04 1-9 rj\J � ►O r � � 6 409,3 14 100.01 / 7 573.1 16'030' 165,04 p rJN, I: r rl, 191.1 11030' .3 - � 9 191.1 34030' 115.07 1 3.1 7020' 3 n U13 ° O a ti 6 11 130. 440 100.14 z- �3 LOT 3 PQ 's' 12 ' 191.1 x'40 80.05 179.4-8 13 0.1 82"40' 09 F-) ') /C� 00 � �� 14 2°2 1270 182.20 15 286.6 1 3 7,54• 1�C� 16 260.5 26040' 121.2 - 4� P T,J\J, LOT 15 17 x 20.5 26 100.06 . 18 41. 51040' W .51 43 f 20 191.1 310 103.4 21 106.3 280 51.95 ` ,� q r '�' v�o - � P iN, LOT 7-3 106 a J U � 6 x �` .. W r 1 1 ow r 1 ' l t qJ5 f 3rd. 7 1.9 S E E S H E E T 4 0 64n 4 r Q' _. j r �� t � 13LEGEND � � a ASPHALT- CONCRETE ' OVERLAY 6',> , r ` f __. �S ,� 066 y++ RECONSTRUCT STREET -- EXCAVATE EXISTING STREET �, AND REPLACE WITH " CLASS 2 AGGREGATE BASE Lr ,� AND 2" Off" ASPHALT CONCRETE Z3 GLEAN ALL LOOSE MATERIAL FROM ROADWAY 3 SHOULDERS AND SLOPES, MIN. WIDTH M 4' � � ;pa ASSESSMENT PLACE PAVEMENT tENMT REINFORCING FABRIC (SHADED AREAS) �� '' DISTRICT N (T P,} 0� DRIVEWAY TRANSITION PAVING ( 2+00) INDICATES STREET STATIONING T� TAGUA HUGHES ASSESSE.NT NUMBER CONSULTING :N 1 t r4_,E ` , P.O. 0 1930 ASSESSMENT DISTRICTBOUNDARY T S E O, , 23 . (805) 466--5660 LEGEND ( SEE SHEET 7 ) 0c" I ASPHALT CONCRETE OVERLAY C3 �p RECONSTRUCT STREET EXCAVATE EXISTING STREET f i� � iy 46°�o ANIS REPLACE WITH CLASS 2 AGGREGATE BASE ANASPHALT f✓ X0.3. 6 6 IS �. AS RHA LT' G R ET ,,..•., � ` ��.______._._.__.__._.__..______ . . 2" I O r 1 CLEAN ALL. LOOSE MATERIAL FROM ROADWAY o' 4 o SHOULDERS ANIS SLOPES, MIN. WIDTH 4' � f�a ASSESSMENT A,P.N PLACE PAVEMENT REINFORCING FABRIC (SHADED AREAS) � � r � BFR 47 004 D4- DRIVEWAY TRANSITION PAVING o to p, j �'o I O r 20 8 050-0 1- 012 49 050-111-020 ( 2+00 ) INDICATES STREET STATIONING � i � � l 0 54 d � 50 050-111-01 51 G--I I 1 U3 ASSESSMENT UMBER `1 i o ��, �Or J �0 r 23 52 050-010-011 14 � 53 ASSESSMENT DISTRICT BOUNDARY � '166. �� 54 50- 2 050 t0 /V ao olFo'141 5 050-021-031 T 56 050-021-032 LD c- 6 - _ o 6 ` w-� 0 � 649E"~ " r ( SEE SHEET 3 2� - fq -' . ' SCALE: 1,> , 100' �._._..2 2 To 4b 0 Gam-' f i CURVE TABLE ® L e • \\ 1 143.4 35030' 88.85 2 57.8 950 95.84 3 95,8 32° 53.50 r 4 11.1 210 70.44 5 950 34° 5 .85 -'` 007 � S 72.0 76° 95,50 T I 7 28808 23010' 115.88 49 48 0 8 358.2 13c,301 84.4 > , 9 286.6 1910, 35087 � 10 288.5 18050' 94.2 �® 11 57.8 140° 141,23 ( _r o ,a 12 95.8 41050' 69. 5 .,. 0 3 Zr, 13 573,1 10°30' 105,03 7 14 191.1 2130' 71.71 J f o ASSESSMENT ✓/ DISTRICT Y (TY ®) -- 132.08 f 0057 r f } T . L I A - HUGI ES ONS . L "I1° G ENGIINEER,54 PA L30X 1`: 30 ATASCADERO, CA. ")3423 x ASSESSMENT APR NUMBER 37 4 -21-015 CURVE TABLE 58 049-232--040 tl L 59 049 -232-029 60 049-232-028 1 114,8 3 *5 ' 79.98 6�npg��3--�•p/��32�-fl2.a . 1 04 -232--027 2 191.1 20 66.71 57.8 50050.44 • 2 049-231-014 72® " 80.42 1 3 049-231-01.2 5 286.6 *1 ' 1 00.88 4 049-231-003, 6 573.1 14030' 145.04 7 48.3 84030' 71.23 102.6 61040' 110.43 89.8 1 500 235.10 \ 10 573.1 I{ ID 100.02 11 286.6 19030' 97.54 12 48.3 2030' 69.5 tt 13 72.0 50030' 63.46 r , 7_5" 14 358.2 1 " 100,03 904 451, 73 15 286,6 22c' 110.05 16 99.0 49030' 85.53 17 79.9 60030' 84.37 �", L OT •. I 143®4 3I'D 77.59 cV 1 0 IC- QQ 19 179.2 770 240.83 P CL klD r 11 �2 LOT ! ./' � �o• d0 ' g3764 LOT 4le 4 LOT � � Lo 2 PN Ae 35 t JLd LLJ �� --- '' 7 o f 2a i r ZV ' �' , IV 7,2� ���� w. c5 �/ 77 .. g�kw _ _ .,/` P / 'wf/J i J7 RIM 2 1 17 19 1_u m� 1 Hca 1 °a 0 ! o m 1 ® 6) rU.. ti r 1 CL J I %..w'' ^-...r' °wwr -3P` SCALE 1" 100' e� LVP V z 17/ Pj\jl 21 0. 00- NJ ..'° jo- M LEGEND / - ,.�. ! ASPHAL:r CONCRETE OVERLAP r ry 2 RECONSTRUCT STREET EXCAVATE EXISTING TIN STREET AND REPLACE WITH 6" CLASS 2 AGGREGATE BASE AND 2" OF ASPHALT CONCRETE se ..,x. .. / 3 CLEAN ALL LOOSE MATERIAL FROM ROADWAY SHOULDERS AND SLOPES, MIN. WIDTH = fl . 4 PLACE PAVEMENT REINFORCING FABRIC (SHADED AREAS) �.ww DRIVEWAY TRANSITION PAVING 2+00INDICATES T EET STATIONINGk& 3 ASSESSMENT NUMBER ASSESSMENT DISTRICT BOUNDARY , `'", Cl i9 10 47rA .'yC 'q« YI K �• saw "'" � !� a4.' �?"„ �. 1 ra.�, � ASSESSMENT A.P.N. ASSESSMENT A.P.N. NUMBER NUMBER CURVE TABLE 57 050-021-033 76 049-232--033 • R D L 65 049-231-002 79 049-232--032 1 266.6 130 65.03 66 049--231:001 60 050-021-026 2 95.8 6530' 109.52 67 050-012--019 1 050--021- 025 3 955,0 5030` 91.67 68 050-012-016 82 050-021--024 4 318.4 180 100.03 69 050 .012-020 63 050-021a-034 5 358.2 160 100.03 70 050--012--021 84 050--021 -029 71 050. 012-025 65 050--021 --030 95° 40° 66° 72 050012-024 X36 050-021-019 7 114. 3 76.14 -- 73 049--232-016 114.8 46020' 92. 4 74 049 -232-020 9 1146.0 50, 100.01 75 049 -232-021 10 41.6 1800 130.69 76 049 -232-002 11 716.3 80 100.01 77 049-232-031 ASSESSMENT DISTRICT BOUNDARY 12 57.8 1374 TYP,139. I fir. 13 260.5 18'0 1° 14 95.8 313 52.67 15 5. 1.13y. , ..m v ,a �� 1. 7 496. 33 38 16 41.6 640 46.47 ,22 7 ' 17 57.8 480 48.42 10 0 1 37030' 62.70 00 1^ 19 48.3 770 64.91 U . IL Ia Pci- U6 20 57.8 1 3 0 51.95 P.,...._..., J w71 sy �. ` ebb` 21 95.8 61 I01.99o J- 43 30 . h/j 3 0 _.�, 22 179.2 770 240. 3x 23 114. 41� 2.15 69 ~� ��\ �' Ql o c �i Q/ 24 409.3 14 100.01 ~ - P 7 " __ r- 25 573.1 13 165.04 v 4.31.27 0 , •_ 26 191.1 11030 36.36 05 �� ' 27 191.1 34 30 115 07 0 ✓0 2 ` �, �: 1 i 28 190.60 45032'15" 151.49 , . ``` 29 177.91 51057'40" 16134 �� � � � �1 / 30 50°0 910254279.79 y V �. 57 �� ,,-,, � . . PCL , 3 ,�- a �- 5 1 141.17 50008'38" 124.76 � . 16 32 74.13 67026`59" 87.27 46sl� '2 vV14 33 79.92 12'34" 82.59f. , SEE P PCL S SHEET 13, 71 �' .3 / '(/ry 1v Ill o (�'�{p�} J Pj\jl 141 J Pell 14-7 0 `� y4 d e ,y�+.� ♦ / V 'q LD 0 Q)Ill ' � ( SEE SHEET 7 ) It X.2 14) D7 p �! �LEGEND Ole � 6 n 1 ASPHALT CONCRETE OVERLAY �� a 3 ` t ... RECONSTRUCT STREETEXCAVATE EXISTING STREET ` < � 3 9 ANPAGE 1� - 6 �A 2 400PE0A�E AE �, A 2 O ASPHALT CONCRETE � 60 o J _ P,J\lj, .147 3 CLEAN N AL LOOSE ATERIAL FROM ROADWAY AY � � ��~� �� _ .._ ` .^'"".. :,r' .6 N t \+....d. . »9 -�^".�.n PCL -A. 5 d' .�....m/'..,a..A �9 \nP✓ `• .. SHOULDERS AND SLOPES MIN. I6' T`1-�I � 4` �°, �hj� , 4 PLACE PAVEMENT REINFORCING FABRIC R10 (S IA EO AREA) -A L 0 � I I L _� 10 _``\ p `� 5 n., �1 " ' a 5 DRIVEWAY TRANSITION PAVING It v! + INDICATES ST E T STATIONINGp 65 ASSESSMENT NUMBER 'a0l V7 E 'T DISTRICT BOUNDARY °. 2\ ® J ` , � \ 3 cb l6,` is \ �, v . "" ,� ,,.•ham, 0 SHE ET 6 01 TARTAGLIA HUGilES SCALE 1 100' CONSI.A-TING ENGINEERS P,0. F30X 1930 PK q yq T ASSESSMENT A,P.N. NUMBER 0. R D L 1 955.0 12000' 200.01 87 050-021-002 2 1432.5 8050' 220.83 88 050-021 -014 3 57.8 120* 121.08 89 050 .021--013 4 286.6 23014' 118.22 90 050-021023 5 573.1 1430' 145.04 91 050 -021-020 8 143.4 27*50' 69.66 92 050-021-022' 7 114.81 40020' 80.81 93 050- 021-021 55.0 503 1.87 94 050-092 -003 9 95.8 85030' 109.52 95 050-092--008 10 286.6 130 65.03 98 050-092-009 11 53.5 1180 110.18 97 050-101-015 12 818.6 70 100.01 98 050-101-009 13 75.7 10050' 133.22 99 050--101-002 14 57.8 128030' 127.81 100 050x-101--001 /y V 15 409.3 200 142.8 .�/ 101 050-091-004 4 � 8 7 18 95.8 390 65.21 102 050--091-013 17 68.6 121020' 145.27 103 050-091-012 1 0 1J 18 38.9 810 54.99 104 050091-007 19 48.3 7440' 62.94 105 050-012-014 20 41.6 1260 91.48 106 050-012--013 4�� o LO ` 21 84,6 34* 50.20 22 95.8 4 50 75.24 '+. 23 41.6 530 38.48 � , i05 C � 7� �, p 24 143.4 23® 57.58 25 143.4 23°40' 59023 y 3 26 286.6 15Q, 75.03 9. 2 Z 31° 5 0267 c � /V 7° 06 W CSS ' 99. 18 / L 04 V OT 4:JyLvb"'v^,i°k���4_'1yJ�3 a s'-}� \✓ wn-..� i71 0, 66 LOT 34 O cw 10 ( SEE SHEET 6 � �� v 102 � I� 1 Z I OT 33 � � o Qj 021 lz 0 L610t��8J 0) LOT 31 LOT 32 o ''C 18 8$ 7 n/ zs4'E � 8f�. 340, 7 ' 21 *06' 19 6 ..-- `b nr 3 0 e 7� .sem La 141 gyp.0 cs, 49 99 � N 30 i>34 IE //^ O r Ja � � ASF�Iw1IA�"l" t�O X01 E � OVERLAY ` w SCALE: 1°` = 100' � ,t, �, ,. J - �v o cs�a �../ `� ? �" r- `` RECONSTRUCT STREET - F 6 'A-rE EXISTING STREET _ AND REPLACE WITH 6"° CLASS 2 AGGREGATE BASE r- 91 PCL 1 A 2" OF ASPHALT T OO 0 F" 'F: Lo F' 17 PCL 2 93 . - . �'"'� per 14 r J\i1 92 3� CLE Ie ALL OOSF MAT FROM ROADWAY P, 9,5 PCL 3SHOULDERS AND SLOPES MIN.. `II TH 4 LG LCT J PCI 4Vie P.M J L OT 3 a 4 PLACE PAVEMENT REINFORCING FABRIC SHADE AREAS) 96 54-4°W �63-,036 SJ R ��:k g.2` _ r-) ( F _ -.- DRIVEWAY TRANSITION PAVING • ���X2 200 INDICATES STREET STATIONING " .. r 3d0 NUMBERASSESS ASSESSMENT DISTRICT BOUNDARY 'F4sl 00 77 t �, - .._ _ ala,00 00 O �1 ( SEE SHEET 4 ) a SHEET 7 OF 7 r . . H CONSULTING ENGINEERS P.0, BOX 1930 TASCA ER0, CA. 93423 w , (805) 466--5660 w m-._____ ... _.__.----------------- -. .., ---------m..... -._-.... �.. ��__ ...�_�.�_ w, .. _...------ . .-. .. �..A__ .... ..�......�...:. ,..�..-----