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HomeMy WebLinkAboutT-5953 - Map - 7/7/2009 POSITION FOR NORTHWEST QUARTER CORNER SECTION 10, EAST KINGS CANYON ROAD i TOWNSHIP 14 SOUTH, RANGE 21 EAST FOUND TIES PER CORNER RECORD No. 6940 '+ 68.82 ENE OF "+" IN SIGNAL BASE 62.63' ESE OF "+" ON CURB NOSE 95.54' SE OF "+" ON CURB BETWEEN RAMPS X uj o ' EX SEWER MANHOLE `i PROJECT 94.98 SSW OF +" IN GUTTER OF RAMP RIM--325.17 7 rci 106.72 SW OF 2 BR SS CAP A CURB RETURN f el LOCA ON 3 " I o 70.21' " EX 8" WER / FL�8"S)=314.12 EX 8" S R EX 8" WER 3 0o N s � s S�7R9�A -s s S S s S s s s s s s s s s s s s s s s s s s s s s s EAST BUTLER AVENUE f`I W W W W EX S" Y�TER W W W W W W W W W W W W EX 8* WATER W W W W W W W W W W W W W W EX B"WWATER W W W W W W rn Q 3 to LAj 3I 1z z cn LLJ ZD LV w w EX PG&E BOX 3 O af Z w 3 oI N M n ON CONC PAD xn U Q Q m > �� 0• cn O Z Q Lj � - EX 5.T HIGH w ~ Z. ~"#T0 HIGH VOLT. BOX z O w W Z yy� EX HIGH VOLT. BOX �� O 3 In }- Q Z Z > z LIJ ~ Q Q '--, F- 3 76'�' Cn w N n 'n r EX METAL STLT ~ a LL_ W W Z Q I � v: `r � X71452 w/ FOUND 3/4" IRON PIPE 3 �, ��� w o �� � o- Q r"'v CN-It ;N N 04 u R26A(S)(CA) 1O" DOWN o �o� ( •1? aOf U II U li ca o v�jrn 1 1' w +0° •v" +"o+a Via'-"$ - TAGGED RCE 30501 `� �+� Q 00 00 C3 EAST CHURCH AVENUE o a o MN � �In r� w L.L �{ EX�IY WIR `� u ° �,n O � X a� o mil M _ TRACT No. 5310 �3 W ,� Li 29 Q �N � �� x x EX STLT RECORDED IN BOOK 72 AT PAGE 89 OF PLATS F.C.R. O U] d' a o 0 0 0 3 �- 0 Ll 1, I' fn EX LINEATOR w w (1�� ' (/� � 81 W J ~ Z' +~o +° o EX POWER POLE X171468 z I If: �. x W UNDRGRND SE 3 N N NN 1 1 O Li X �•w Wim. / �O RI STORMDRAIN MANHOLE 10�3p (h ne EX ELINEATOR o a �, r� %�' I� 'n a` � cb � n ° u RIM=324.44 N z O 7 Ww 7 i 7 FL(15"E)=317.34 z ; VICINITY MAP + + FL(24"N/S)=317.51 of 37. 66 67 68 69 70 71 72 73 74 75 75 77 78 79 7 .2 • 25' 7 NOT TO SCALE L w C) W czn 2V 25 �. LJ 0 A Q N r� w I an (` Ls� ��n EX EWER MANHOLE CN 80 O LO RIM-324.50Mn U' + V-IU )O v� 3 ,N�c�.l FL(8"S)=318.15 M EX DRAIN INLET O z F- r-i o. ✓ f n FL(8"W)=317.95 a TC=324.47 I f�'� w w Q NOTES v J^_ C r 1 EX METAL STL EX METAL STLT EX SEWER MANHOLE EX METAL STLT EX METAL STLT + G=323.96 L�! 00 + F A S T71470 R M=325.83 FL 8'N =318.12 CD �i r� 71471 71472 71473 ( ) NN ryMFRTY _ +G F ( 5 )=317.31 0 10 i C14 LOT AREA 1. EXISTING ZONING: AE--2@L- 04 ,, rn� r+Sai EX STORMDRAIN MANHOLE EX SEWER MANHOL + }.. + - o o ,`�', r-t n w =325.35+ .. ... .._ ._..- + + + t _ + 4' 3 � u RIM 323.21 RIM-325.7 t ; }._..._. ,+: + y a ! �� a - - F 325.19+ TC= 5 gp G=325.43 . - ., TC=326.07 G=325.75 TC=326.33 iC=3 8 26 TC=325.88 IY C=345.49 N f G=324.63 G 324 275 TG-324.04 FL 2 2 0 w Y 2. PROPOSED ZONING. R- /U + { 'I +I, FL(1 S)-314.75 FL(8"STUB S)-315.0 G=325. 0 G=325.60 G=325.87(GB) G=32 .78 G=325.41 G 32 .99 - 3 Z 3 " p 1 GM N 3 I EX NEENAH INLET FL(8"N/E)=315.0 P=3 97 8" SEVME sP= 26.14 ,aP=325.98 P=325.42 _R P=324.71+ Pp324.49+ X�,, FOUND 3/4 IRON PIPE p NO. AREA TOP=323.57 ---3 --5-- '=325'8 S S 53---s--�--� �---� = �-_-- `�_"'__s EX METAL STLT �'� " TC-323.07 1'. OPENING-322.77 326 9 EX WATER VALVE EX WA VALVE 890 '1 80' X WATER ALVE - EX #71474 8 DOWN ~ Z m 3. EXISTING USE: VACANT LAND - " - + + - .w� w _ w w--f w wstl6 -- - t - 5w w.._ _ W •,. .W �� . .. + ,,,EP=3 32x.5 TAGGED RCE 30501 z z 1 7,170.7 S.F. G-322.63 a 325.1 FL 22 W-317.02 _ -fP-31�6rB2--- .� _ _ r 1_,. - ( _ _ 3 6.6 v _ I ,. T. ..- , .. _.. . ..,. _ _ _ ... ,. / N 313-040-15 EX. W1-7 - - 100 00 326.1 326. 8 E Pn EX. TYPE N(CA) 3 I P=322. 173.77 325. 325. R/ (� 2-3 7,150.0 S.F. • ` + _ � 5 WATER SUPPLY BY THE CITY OF FRESNO W W EP-- .89 �-� '� 43.00' 50.00 50.00' 50.00 50.00 5 .00 50.00 58.00 50. 0 50.00 50.00 5 00 50.00 . 50.00_- ---50.00 _- -- 50.(�i __ -43_03 �6, 1324.2 325. . �OUND 3 4 IRON PIPE °' ------ -- -------- ---- - --- 324-1-- - -------- --- - ---z32-3.S-- ------ --- 24o--- -----_ ---- --� 9 o Iw 3z4.2+ 2 w - + 1 O " / EX META STT ro + + EX VERTICAL ELEC. C DUIT �' a a o / 4 6,500.0 S.F. FOUND 3 4" IRON PIPE '� EX FIRE H RANT �EX VERTICAL ELEC. CONDUIT EX VERTICAL LEC. CONDUIT EX VERTICAL ELEC. CON IT \ X VERTICAL ELEC. ONDUIT 324. v I� uj TC_322.83 I N: w DOWN + / X71469 �EX VERTIC L ELEC. CONDUIT w 1 25' 5 a)la o 0 N 0 6. SEWAGE DISPOSAL BY THE CITY OF FRESNO. G=322.38 20 M. ZAGGED LS 7923 323.7 6 DOWN I E 4' {WOOD BARRICADE O Iz= 1 - EX TEL. POLE 5-6 6,300.0 S.F. + + o u v, ._ TAGGED RCE 30501 24.0 I + I _ 0 W 324.5 U '` rn Ell 0 a.:; w 324.0 + + + a + I 0 + F w 7. UNDERGROUND ELECTRICAL POWER AND GAS BY P.G.&E. am w3 X I + 324.7 1 + a + + 323.8 + 323.8 323.8 324.5 i 324.9 0 n EX 3�"W CORK r F \ tY 7 6,500.0 S.F. "' "4 16r ``'" 323.4 323.6 \�\ 1 323.9 323.8 324.0 + 0 I-- �; III a ai"' ,,� w ( v o 0 0 0 0 0 0 0 0 323.6 0 0 g o 324.0 0 b o k o 324.6 TREE ;_ IRF UNDERGROUND TELEPHONE BY SBC. ,--. - ,•,N � _ 322.8 323.5 o I 94 0 93 92 0 91 0 90 0 89 88 0 87 0 86 0 85 0 84 0 83 0 82 0 81 0 80 79 o I W EX CORK F UNDERGROUND CABLE TELEVISION BY COMCAST. vo N 0 0 0 0 0 0 0 0 0 78 1 In TREE +6' \ 8 9,661.3 S.F. O I op 1 w \ F 3 i � I°'0 1 W 11 0 0 0 0 0 0 0 1 z� Ip a 100.00 N moo F 8. STREET TO BE INSTALLED PER CITY OF FRESNO j ca 10 j o � s 9 9 11,087.7 S.F. REQUIREMENTS. N N b v I I k� ZEro N �' \ �' 10 10,571.8 S.F. M I I I F / 9. FIRE HYDRANTS TO BE INSTALLED PER CITY OF FRESNO C143 II 'W I �- 1 325.4, w \ REQUIREMENTS. W 1 W 1 oUTLOT lv I I r r r r r P.U.E. 1 55.00 50.00 50.00 50.00' 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00' 50.00 50.00 50.00' 50.00 55.00 1 � 1 �Ex s' CHAIN-LINK �, 1 1 10,574.7 S.F. 4J » » I C" 1 2 DBL SWING GATE / 10. UTILITY LOCATIONS AND SIZES TO BE PER SUBDIVISION A v r� 1 ^ 12 10 577.7 S.F. 5 EXISTING 15' TORMDRAIN EASE ENT "'` EX s' wOOD FENCE IMPROVEMENT PLANS TO BE SUBMITTED AT THE TIME OF L. 1 10` 330 1 3 25' 1 25' 1 i i t ���`�/ 13 10,580.7 S.F. FINAL SUBDIVISION APPROVAL. 1 I 324.6 25. EX 6 CHAIN-LINK y�Q + I + + + + + + + + + 100.00' + + // 11. SIDEWALK, CURB, GUTTER AND STREET PAVEMENT TO BE + 1 22.51 323.1 \ 323.3 r` I 323.5 323.5 323.8 324.0 323.9 324.0 324.0 324.2 - 324.2 DBL SWING ATE 14 10 583.7 S.F. - o 0 o I +�/ 8 INSTALLED PER CITY OF FRESNO REQUIREMENTS. o�r ar Z, :r-n W Nr ,,;�n No J v .= 1 0 0 0 0 0 0 0 0 0 b 0 0 o 8 o p 25.6 NN r-3 N "C"I �,, 0 1 O 00 I o 0 0 0 0 0 0 0 o O o 0 0 0 0 co I-?z 25. 25.44 15 10 586.7 S.F. 0 �N U, 1 61 0 62 0 63 0 64 0 65 0 66 0 67 0 68 0 69 0 70 0 71 0 72 0 73 0 74 0 75 0 76 0 77 1 d�, 12. SEWER, WATER, STORM SEWER AND STREET LIGHTS TO BE u n I n u W. a Ir 1 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I lI EX 12"SQ. CONC vc _CL 0 n u. I 1 1 z W COLUMN EXISTING 16 PUBLIC 16 10,589.7 S.F. INSTALLED PER CITY OF FRESNO REQUIREMENTS. °� rc0 Fw I I 25' 25 0 I ¢ EX H 3" WIDE o UTILITY EASEMENT cn s] I DECO B CK FENCE :rc I o_ E I O� I I 1• 3 FL=3251.19 10,592.7 S.F. 13. THIS LAND IS NOT SUBJECT TO INUNDATION. Lq r�3 X .� I x r 17 x11 149.94 1 " (\ EX STORMDRAi ANHOLE i EX 12"SQ. CONC-� STING 16' PUBLIC w 86' �� �_ -------- -------- -_-___ ________ __ S AIN MANHOLE 14. H SON WILL PROM HE EXTENT ---_ -------- -------- -------- ------- -------- -------- -------- -------- -------- / fim' COLLAR I I COLUMN . UTILITY EASEMENT 18 10,595 6 S F THIS SUBDIVISION DE TO TE E SE ME MA HOLE ux N 43.56' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.0O' 50.00 42.97 '� M=323.83 I 15" SD POSSIBLE FOR THE OPTIMUM USE OF PASSIVE AND M=22.49 ' 0FL(24 N/S)=317.03 �D SD10 O SD - .� -FRESNO COUNTY 19 9,450.9 S.F. NATURAL HEATING AND COOLING AND OTHER MEASURES F (10'N5)= - - - - - �� _ n FL(15"E)=318.53 THAT CONSERVE NON-RENEWABLE ENERGY. LANDSCAPING N EAST RANCHO A I/ENUE N I EX CLEAN-OUT "SEX 6' CHAIN-LI14K CITY OF FRESNO 20 9,542.5 S.F. AND TREE PLANTING ALONG THE PUBLIC STREETS WILL BE w N _ EX MONITORIN LL DBL SWING GAT w z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 TT T PROVIDED FOR SOLAR ENERGY CONSERVATION. con W 322 + + + + + 0 1 OU1LO1 +32x.9 - 25.46 21 15,366.9 S.F. THERE ARE 4 LOTS FACING NORTH AND SOUTH. 3 1 + 56.80' 50.00+322.8 0.09 323.5 323.5 N +323.5 +323.8 +324.1 +324.2 324.7 324.4 324.1 N 324.0 b I » » EX 12"SQ. CO1 c•o = 25.49 EX 6' HIGH x 3" WIDE 82/94 = 879 I-� CD 00 x, ,r, M'+ n W ______ __ __-____ 51 + EX AG WELL o I B COLUMN DECORATIVE RICK FENCE �, Nr- N __ 32 323.3 NED) 22 11,753.4 S.F. `"� rry w +321 8 -��Z1 4389, + I C=326.00 15. THERE IS LESS THAN A 6" DIFFERENCE BETWEEN THIS NN NCV; 84 S.F. "11 ' ';N II li w - j) 323.6 � 43.00' 50.00' 50.00 50.00' 50.00' 50.00' 50.00 50.00 50.00 50.00' 50.00 50.00' 50.00 50.00' 43.03 �� ^o� 38 EX. WATER WELL Sl TE Un_ VCL : .U11 n'p 1 Oj -`----� °'� ------ ------ - ------- ------- -------- -------- -------- -------- -------- ------- -------- - ---- - ------ ------�'9) 1 0 f I r �3z5EX 6' CHAIN-LINK TRACT AND ADJACENT PROPERTIES. �I W �-� ��� � � �� ----------- � Ex 12"sQ. coNc 23 9,977 9 S F �I it 5 d ( EX 24�x5 S ANDPIPE 1 X�VATER PU P FDBL SWING GATE Q L.E. b b 1 I b w FL(6"E=323.60 X 6"� PIPE 324.8 b I ON CO 3 5.84 + Li 100.00' COLUMN 24 7,306.1 S.F. 16. THERE ARE NO BUILDINGS OR WELLS. LID 1 w O 1 60 0 59 0 5800 I I a i 2s.o 25 6 559.9 S.F. w I 17. THERE ARE NO TREES THAT INTERFERE WITH THE DEVELOPMENT. rr O o I I � /� x 1 0 � I a 5 7 0 1 1 0 0 0 0 0 o b o b 0 b o o b 1 p 5 6 I. �+ O O O O O O O O O O O O O O I_ I J o 1 55 0 54 0 53 p 52 0 51 0 50 0 49 0 48 0 47 g 46 0 45 0 44 0 43 0 42 0 41 I o ( ; �I x 26 5,428.0 S.F. 18. THERE ARE 94 PROPOSED DWELLING UNITS. 0 0 0 0 0 0 0 0 0 0 0 0 o I o In w 1 r5 � ad I r EX 8'S�I RIG. PIPE 100 0 1 4 0 °D EX 6' CHAIN- 27-39 5,000.0 S.F. n i� 1 , I ao 1 I W25' 25' L6 i o x LINK FENCE 19. THERE ARE NO CANALS OR PRIVATE DITCHES WITHIN 00 J � 3 00 CID 1 j j I Q I o I 1 t° 40 5,426.6 S.F. THIS SUBDIVISION. ►---� �, 1 68.84' 50.00 50.44' I Q I I v, I 324.9 Z . 321. + 00 321.8 50.44'322.1 I 322.3 323.0 I 323.2 323.2 323.7 324.0 324.0 323.6 323.6 1 323.7 I o 1 118.84 91.97 55.49' I 1 100.00' 41 5,429.4 S.F. r r r r ' 1 I� 1 X TO BE OFFERED FOR DEDICATION. 55.00 50.00 50.00 50.00' 50.00' 50.00 50.00 50.00 50.00 50.00 50.00' 50.00' 50.00 50.00 55.00 3M `� 64.40 I I i I 42-54 5,000.0 S.F. a . 411``4 1 I W I I ~' `n 0 I 0 55 5,428.0 S.F. P.U.E. PUBLIC UTILITY EASEMENT (PROPOSED) w < 34 20 6 I 1 o f o x �' i i Q i 5 'w EXISTING 30' PUBLIC UTILITIES 56 6,263.9 S.F. P.E. PEDESTRIAN EASEMENT (PROPOSED) 1 23 �- 24 I .b I >t `� I N o 1 0 0 0 0 o b b o 0 0 0 0 0 I o y 3 AND DRAINAGE EASEMENT O o 0 0 o O o 0 0 0 0 0 0 I or; I I I: x 57 5,195.2 S.F. L.E. LANDSCAPE EASEMENT (PROPOSED) . ® r7 ri ao 1 S ao _ sol w I '• 2`J 26 0 27 0 28 0 29 0 30 0 31 0 32 0 33 0 34 0 35 0 0 Zzll58 5 145.6 S.F. 1 100.00 3 J I o 0 0 0 0 0 0 0 0 0 36 0 37 0 38 39 0 4 I 1 w [E1] 20' PREVIOUISLY DEDICATED FOR PUBLIC STREET PURPOSES. 3 1 +321.3 ---__ +3220 1 O + 1 1 O z 1 1323.0 1 01 1 r x 59 5 000.0 S.F. I 20' i 1 +320.8 ,S)0 - �321 3 +323.2 + 1 t'�1 E1 wN321. oo + +3211, \ 321.3 + 323.2 323.7 + +324.1 +323.5 +323.6 J 323.6+ 0 1 +324.6 0 82 60 5,925.9 S.F. OUTLOT SCHEDULE t� L�o� cn v 0 1 20.8 ' CJD 32 ��- �.N 321.3 ��- --- �.�-- ------- --- ---- -------- ---�---- ---------------------------- --------- ------------------------------324.0 ----- ------J �� o ,�I 6 ri : * I OUTLOT A IS FOR PUBLIC OPEN SPACE PURPOSES ONtoM s{ X ^ / -- -� � --�_- , r r r r r , r r -0 3 Nr �" ``' 1 51.52 1rO' `q�' 43.00 50.00 50.00' 5� g 50.00 50.00 50.00 50.00 50.00 50.00 50.00' 50.00 50.00' 50.00 42.97' to 1 '� x 61 5,304.7 S.F. OUTLOT B IS FOR PUBLIC WATER WELL PURPOSES O 14 "i` n "h �o n i _ R=50.0' I +322.0 + cx� u v II o- i 22 i R-50.0 + 324.4 + `� 324.1 ® I 3 EX 6' CHAIN- 62-76 5 000.0 S.F. LEGEND r n U r� N cn W+w I" N I N 322.4 + ® N I 100.00 LINK FENCE tO1 Q 1 1 0 _ _ 1 - - - - - '322.9 - _Z - - - - - - x 77 5,426.6 S.F. +000.0 INDICATES EXISTING GROUND ELEVATIONS _ I �3ZSQ 323T- I 0 �3 I In 0 I 1�' EAST L YELL AVENUE N I I �� +TOE=000.0 INDICATES EXISTING TOE OF GROUND ELEVATIONS IZ Cr N N I 78 5,429.4 S.F. Q w 1 0o w 1 0 3 �O �� +TOP=000.0 INDICATES EXISTING TOP OF GROUND ELEVATIONS 3 I `n'- R=50.0' 0 1 00 = r o 1 I _ 5,000.0 +P 000 00 INDICATES EXISTING PAVEMENT ELEVATIONS �3 X 1 Ex owEd POLE 107 79 63.24 80.00 80.00 80.00 80.00 80.00 _-_--80.00' _--_ _--_- 80.00 _-_-- ---- 80.00 ----- -----80.00--- 73.04 �s ( ,r;1 7 rri \ x 79 93 SF ------------- - ------------� 9 to] 'a +EP=000.00 INDICATES EXISTING EDGE OF PAVEMENT ELEVATIONS �W/ RNS RMER ---------- ------------- -------------- ------------ ------------- I 94 5,4280.0 S.F. o 1 RE _� w & S /' w w I I 3 x PROP. DRAINAGE PATTERN a 10' E 30 1E 391 I \���' '► b I I 1 100.00' "A" 32,21 1.1 S.F. 1s' LE INDICATES PROPOSED LANDSCAPE EASEMENT Z W EX DELINEATOR O 3 + + + + d +321.5 322.1 +322.7 +322.4 +323.1 +323.7 IZ 323.6 1 324.1+ 24. /EX 6' CHAIN-LINK _ + + 321.11 320.9 -_ 321 321.2 321.4 /r DBL SWING GATE „B" 10' PUE INDICATES PROPOSED PUBLIC UTILITY EASEMENT wN _:6 IC'i � �` w 5' w NN .NN. NO �. w I 1 7,000.0 S.F. cn. 3 LEGAL DESCRIPTION Z r7M7 Mr7 Mif M �M W J Z L.E. _ +22.8 J I_ I 3 U0 IUQ-. o II II a O • to M C) � 0o O + to O O w w< 3 �_u N W o z I 21 N •� N N N 323. = I o In z { 3a� ("0 19 N 18 N 17 N 16 N 15 N 14 13 "' 1� N 11 10 N 9 a 1 °0 I Ix THE SOUTH HALF OF THE SOUTHWEST QUARTER W rr r1 O n r7 po r7 r7 M to M r� M I O r` I z EX 6' CHAIN- O a I 1 w ,0 0o Q ,� 20 323.0 Z rn w1cc U 1 08 0 LINK FENCE OF THE NORTHEAST QUARTER OF SECTION 10, �Od J 1 oos•. a� �zl �� Z m I 0 X\ ^ ¢ �;I N 25' 25' oa I z N FL=323 917fr� 3 X N EX NEENAH INLET +3 1.s 1 TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT 0 a 3 �'n ``'3 01 TOP=321.20 3I I o I I o^3 f 325 2 THE UNITED STATES GOVERNMENT TOWNSHIP a a` w OPENING=320.41 +322.1 DIABLO BASE AND MERIDIAN, ACCORDING TO a o_ �, �� �Im I o N w FL-3z .79 PLAT APPROVED BY THE SURVEYOR GENERAL. I I EX SEWER MANHOLE o M N�I� I ��� EP� .Obr FL(24"S)=314.51 EX STORMDRAIN MANHOLE �- _ _ - - - - - - - - - - - - - �..oc-� v 1 EX DRAIN INLET O NCj 3 I Z EP 99•+ 6' I_ - SIORMIZ AUJ UQLF - - -- - - - -(- �I)=321.32 321.6 O 324. +3 -323.9- - - "_ 324.+ o ,S9 ,-_� ao-324.5+ L 3.SI 3 w� D z o0O wN R RIM= - - - - - SITE ACREAGE - - 2+ � It + z = o o r7N / RIM-320.76 3 7 FL 54'E W=311.29 + - - - - _7LjT'L'E7Wr 30b' 9 SS - - - - - - - - - L,j 23.9 322.8 w i �, 323 r 1 UJI �M a I EP T�� �� 29 • 86.89'FL(24"N)=313.44 100.00' -� 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' -� 80.00 2* 80.00' + 322.7 73.00' '. ' �' 88.00 324.0 EP-322.82 + 23.03 �� FI'-�32 * + EAST QUARTER CORNER SECTION 10 # = 321.2 321.4 321.5 321.6 321.6 322.8 323.8 + 2 Tg 3233 7 TC=323.83 TOWNSHIP 14 SO RANGE 21 EASTr ,....,..,. .,., _ 1 G 1 G=323.35 SOUTH, RA20.25 ACRES GROSS won" =To EX STORMDRAIN MANHOLE .. .- ,. ,. �.,,::, _,., __: + +EP-323.01 �� a o _ - �: # _ _ - = 1 48 so 48 D M=323.82 r. 17.80 ACRES NET TC_ 3 ! " �� _ 0.85+ P=32 7 }EP=320.7 +EP=320. P= '*EP= 1.48 _ 1 +EP- 2.08 EP- Z 28 EP-322.57 EP 322 9 G-320. EX EF �� SO SD -r- SD D SD SD SD SD D 5 = T2s SD SD SY SD SO SD SD 56 E 5 oT4 RIr1 tAI SD SD ; SD SO - -5D SD E W= 74-{ BASIS OF_BEARINGS ) 1320.34' . FOUND 2 BRASS CAP 54 ST FAIN EX T AIN 9 '£X WATER VSE -_ -_- -. �� 4 g-. , - - - FLUSH 0.74 ACRES OPEN SPACE J s-- s- =- -s- -s-i-s -s-,�-i- S S 12" SE R p-321.15} P=3 1 4 + P=3 1.75+ EX 12" SEWER = 1.95+ +P- 22.32 P=322.5 + p=j + EwER P=322. fEi X�4 ATER VAL - EX WA VALVE-�� yy 1 r- X WATELUES 89 46 37 E 2640.23 �' W ! ( STORMDF'�I M 1 4 a aW -320.6 Via. -w +�- EX 14" WA R ''�C9321.18 w w �TC=321.40 - w TC=31.70 WEX 14" WXVR Te 321.95 W w W w VTC-322.45w W STC=3 .58 w EX 14' RATER _&'T�-W w W w w 3 -�- E 14" WATER 71 EX 14" WATER TC= 23.93 "COUNTY OF FRESNO, PLS 6619" 0.49 ACRES LANDSCAPE EX 1 _ _ _ - o 1 G=323.00 =323.24.. G=323.47 _ - - - _ + + _ + ` + _ _ 0.16 ACRES CITY WELL LOT �!(54"1/W)= 11. '�I Ex ATER VA 20.1 G=320.43 G=320.4+ G 320.68 G=320.90 Tt G=32.1.21 G=321.45 G=321.72 G=321.96 G-322.13 . G-322,33 + _ b + ;... E 5 WIRE E E E E 5 WIRES E E E E - __5___ _ + --- EX DRAIN INLET-/* o, L(18 N)=313.4 rv-o N G=320. �i� _ _ - -- ----_,--_- - _ 11010 Z EX. W1-7 =-"z_`t_ '�. _ _ X P � 2 C_ 2 E E G 3 1 ---EX METAL STLT • s _ .__. _. C 323.63' to -sTL TC=320.73 06 N I EX HIGH VOLT. BOX SEX-METAL - -+ X M IAL STLT EX TRIPLE GUY WIRE E POWER OLE EX POWER POLE EX POWER POLE EX HIGH-�� 3TC 2 .48 X72144 >, G=320.22 �� +a,n I a '�+X.+TYPE N(CA) `EX DRAIN INLET X70139 #70140 EX FIRE HYDRANT W/UNDRGRND SE/SW/S W/ UNDRGRND NW/S W/ UNDRGRND SW/NE J��HIGH VOLT. BOX + 323 1 + EX SEWER MANHOLE ASSESSORS PARCEL NUMBERS: 313-040-15 � N�o in �� o+ + X o =320.24 O ¢ EX HIGH VOLT. BOX RI(=32)-77 7�� oo I'-^ �a I' � TC 320.2 0 �� EX GAS VALVE � FL 12"E =307.86 �� AVENUEN NN N N EX TRIPLE GUY WIRENW ;; n �� w} EAST UTNE FL 12"W=307.88Bw Ex FIRE HYDRANT I ( ) Y! y� '�, UC9 II II (ry to II 0_d = cn a = NOTE: l o_ � EX SEWER MANHOLE � � FL(8 S)-308.17 � �r `~ 101W W `�' ^ EX R26A(S)(CA) RIM=321.18 x 6 A MINOR DEVIATION IS REQURESTED FOR x 000 BASIS OF BEARINGS w 1 � - G�' 55 FEET WIDE CORNER LOTS IN ACORDANCE •�- N o FL(12"E)=305.20 a % ` s. l 0M FL(10"N)=305.32 \ 3 .`Cj, C WITH FRESNO MUNICIPAL CODE. ,�J�N �.I• 9C _ M a- 301 1 FL(15"W)=304.87 2 3 4 5 6 1 W '1r X301 a 10 THE SOUTH LINE OF THE NORTHEAST QUARTER OF 6 N ? SECTION 10, TOWNSHIP 14 SOUTH, RANGE 21 EAST, WAS Q _ W ,--�.I Cqm �, 1" �� �5 CITY Of FRESNO o TAKEN TO BEAR NORTH 89046'37" EAST, AS SHOWN ON PLA,JNI`�' 20 �N � Gj �S VESTING n '" & DEVELOPMENT DEPT V� THE FINAL MAP OF TRACT No. 5310. (�� �► +^ 0 >� �� 3 2 vo I O Q PGF- f`�i�„'i`: r; CD C. �' BASIS OF ELEVATIONS PGS �6 Q I '�� 00 5953 �, ��►.r zl a+i � #72744 R3-7 MAP No . � W a' '�► 0.0Y TEMPORARY BENCHMARK No. 2273 I �� O ,� C)ICN � M 13 14 15 16 CHISELED SQUARE ON CURB ® SOUTH RETURN 0 Q i �co�a 7 IN THE COUNTY OF FRESNO, STATE OF CALIFORNIA N ' TRACT No. 4598 PHASE I SOUTHWEST CORNER OF LANE AND ARMSTRONG AVENUES 33 � I 8 �I>_ 12 1 7 PREPARED FOR REV. 06/23/09 JTH LdI H RECORDED IN BOOK 73 AT PAGES 61-62 OF PLATS, F.C.R. ELEVATION = 322.729 (U.S.G.S. DATUM) REV. 06/23/09 PWL LEROY KRUM REV. 02/23/09 PWL U REV. 04/03/09 PWL OWNER/DEVELOPER REV. 02/17/09 PWL LEROY KRUM » PLOT VIEW: PLOT RA TSM 600 N. HAYES AVENUE SCALE: 1 = 60 AUTOCAD ID: 08119TSM.DWG FRESNO, CALIFORNIA 93722 60 30 0 60 120 180 Ph. (559) 266-1327 W Date JANUARY 7, 2008 SCALE IN FEET R. W. Greenwood Associates, Inc. D-08119 ENGINEER Job No. CIVIL ENGINEERING - LAND SURVEYING Drawn By NPF 25 8 EASTNWOOD OLIIVE AVENUE PLANNING INC. PLANNING - LANDSCAPE ARCHITECTURE FRESNO, CALIFORNIA 93701 5164-E Ph. (559) 268-7831 2558 E. Olive Ave. Fresno, California 93701 Tel. (559) 268-7831 Drawing No.