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Home My WebLink AboutT-5971 - Map - 7/30/2010 ui z Os 9 7 Lu IO NMP7 TNTA TI VE S UB- elVISz c 0 V) C Lu 0 z cn U) Lu v cc ------------ IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA 0 < LL n.............. ......... ........... ............ .......... ........ ......... .......................... LL ...... --------- ---------- ----------------------------------------------- .......... .............................................. ........... < In 0 Z .......... ...... --------- ------ S-LI GM 0 EXISTING ZONING ........... .......... ---------- PLANNED LAND USE OFFICE COMMERICAL c/) .......... ----------- PROPOSED ZONING R-17u—Gm .........f.-- ------------ ........... Lu G .......... MEDIUM DENSITY RESIDENTIAL .............. ovco PROPOSED LAND USE ...........----------- ----------- ------ -280-53 A.P.N. J10 ?l.39.E ........... CD2:7130 .......... SOURCE OF WATER CITY OF FRESNO. LO4. CD ............. FRESNO...... SOURCE OF SEWER DISPOSAL CITY OF FRE AGE FMECD ............ ..........I-- S TORM DRA IN Lu AP ........... ------ GROSS ACRE4GE 12. 18 AC a a a sly& ...... ------------ OPEN SPACE DED/CATIOIV 0.38 AC 3. 1190 ....... .... NET ACREAGE AC • ui I........ --- D fAl!!. .............. 0.22 AC OUTLOT A ........ ...... '995, 61 LU ---------- N 12 ,6 61 NUMBER OF LOTS Lu z .......... z ------ ......-- --- — F-- u- 40.16' ----------- 6,40J SF I I ..................... AVERAGE LOT SIZE z I J,650 SIF N . .............. 0 ------------- 28 ......... T SIZE 5,002 SE CD 0 MIN. LOT-------------------------- Sao, T------------------- ------- 5650 SF--- co LO LO 0') AD01 - ----- 0- 770ML RIGHT OF MAX. LOT SIZE 1095 SF ............. ..... ....... < .50 ... 27-, 6.99 UNITS PER NET TRACT ACRE DENSITY 565 cq CN cn z • < LO LO .......... 578J SF 26 .. ......: "11 A) -----I... STREET KNUCKLE TO BE ---------------- WAY FOR COMPLETE 0 LO z L:::�302;86 6ZOG 0649-1 DEDICA70 WITH PHASE NAS (zs D-05 ------------------------------------------ 0 71R=3392: Q `�) 0 56,5 �5508 SF 25 2 OF SUBDIVSION 5085 SF ....... ........ ...... ROW z 24 LO U) IX, ------------------- ....... ----------...... 5b85 SF 550, UJ CO Lu EXISTING LOT 4610 ...... ........... .......... 23 ----------------------- co u- oC r. 55ol ------- ...... ..... PROPERTY LINE TO BE 60 5085 SF 01 --------------- "USTED, BY LOT LINE K/ --- I - Lu SD ................ ........... ------ PHASING z 0 11,030 SF ------ Z 0 "USTEMENT ....... ---------- ........ u Lu 5067 SF 21 550, PHASE I LOTS 1-5J z < .00 359.o 5020 SF 2p-- --------- ------- ---------- ..... --------------- LOTS 54-61 LOTTING ------- PHASE # FU7URE PHASE,LOM Jac ...... ------- 5021 SF --------- EXISTING RD BRIDGE -A S. (Z) 18 '1 5,1 -- -- 1 -1--- ...... ...... 56 5' 56.5' .......... ------ PA PATTERN AND SIZE, T W SID 19 56 2' 5021 SF NL=l SF 17 7D S ..........------------------- C) cn z 75.0, X2710,5 z rr z N 5020 SF -16 SUBDIVIDER & OWNER ENGINEER W LLJ :f ,,.. D LORE ENGINEERING, INC Lu NORCLO, LP -SF 59 Lu .676.81 15 Q 5076 LQ /01 11 U-i SF 14 Z s I - -- 620 DEWITT AVENUE, SUITE 10 1 z ED ADJUS7ED 6,802 SF J265 W. ASHCAN 5 29 SL) 5085 PROPOS 2-7 7J5 7 SF -- - w - 5085 00 CLOVIS, CA 9J612 SD FRESNO, 040722 z Lu QD ----360. - I,,: SF lz) I i � i 16u, IZ 5917 SF 12 u< LOT 46 PROPERTY LINE 30 ------- 62 75 SF Ica Lu 1,3 5002 qr 0 n > ;PER LLA NO 2010-05 —22'RIGHT OF WAY 7 00 N -J DEEDED TO CfT Y CA (3� -i I 'L - u (D 2 z 0 .6 SD 56:3� LL LEGEND 5002 SF 58 J2 .6 7632 SF 0 SF J 6,817 w m NO. 2008-0170061 5002 SF 6-7 SD 5� J4 J _j L w TRACT PROPERTY BOUNDARY Lu 491,7 SD w 2008 .6' ui 48 Lu 0 T(P Q 5028 SF RECORDED DEC 12, J5 < wxm 5070 SF lim",lmm I 6j J6 p < 089 SF D PHASE BOUNDARY '517 566 3 9.0- 5070 SF 37 6y ui SF ull, I% LLJ ADDITIONAL RIGHT OF 1,6,8 11 Ni- 5069 SF 58 5..4, STREET ROW z ..... 38 WAY FOR COMPLETE : 39 506�,5F10 10 STREET KNUCKLE TO < I kc� 1 11 1 1! -1 - i. 25' ��0.0 47 300' LONG, EXISTING RD PUBLIC STREET NOW OFFERED FOR 2, 46 c) 4.D 7097 6164 SF TO DEDICATED -1.7J AC 6-ki 4 SF 7ED WTHPHASE PHASE 5398 SF CANAL, TO BE DED/04 77ON OF PUBLIC USE 6 5 < UNDLEWOWUNDO ....... 527.9 SF 45 6 2 OF SUBDOION FOR 7EMPOR4RY 5046 SF 49 Aq STOREo AND FtWRE .0 7469 SF 7 RELINQUISHMENT OF ACCESS RIGHTS WA �7J1 SF 0 -00 Q 4f 7047 SF 8 2 PHASE u Lw pm p --- CENTERLINE E. D NT FOR ME 7U 67�9 SF 7151 SF AKOTA AVENU 74 R' w kj w 5-5.1F PUBLIC UTILITY EASEMENT) 20' EASEMENT lb AND 250 ACCESS PURPOSES 4J CA EASEMENT (PUE. -401 PPPUE.- PEDESTRIAN, PLANTING p 1 61 9� STORM DRNMGE Uhtff 56 25 ED FOR -- ------- -41 7865 7 Cal NOW OFFERED 16,595 -E, DAK04A AVENUE CD — 1)002 DEDICA77ON TO THE CITY 05 G) 30, EASEMENT) LITY AND PUBLIC U77 Lu 25 w— SF 131 56414 SF -lePPUE E W 310 EXISTING 8 A 7ZR MNN -300-- AND f MF0 42 Z) / EXISTING CONTOUR w- 5 Typ LLJ --w 5301 77""' PROPOSED WATER MAIN "I 51 e400074.6' :6 53.0 Lu 2# I �, �g 6124 SF < ss ------- ------ PROPOSED SEWER MAIN 6062 SF i4 EXIS77NG 18"STORM 1TO A > 41 z DRAIN ............ 8J73 SF ........................ 90.0, z 105, PROPOSED STORM DRAIN 53 52 51 50 SD 8 ffp xi /\- A L" OU 52J2 SF 5J 14 SF cy; 5118 SF Q) < -FID STANDPIPE —SD--4 PROPOSED STORM DRAIN INLET 0) 5,J09 SF 708 SF uj 2 55 54 5312 SF 106.5'1 4 1,851 SF 0.22 ACof ------ 6101 SF z 71'. ---------- 5967 SF PUBLIC 0F5Y\S9ACE L w RON W �N 15J.4' SECT UNE NOTES : 7 L y I -5j.0'--- w — 530' --- ---------- -1078.950.4 lJ6.9' w 53.0, 53 0 50' DAKOTA PROPOSED SEWER, WATER, GAS, STORM DRAINAGE, CONCRETE CURBS N 8 '48'w E 1215.50 LO 62.30 STREET LIGHTS, AND STREET IMPROVEMENTS '9 ALIGNMENT GUTTERS, AND SIDEWALKS ST J8' WIDE Z/C STREET �LLEY 0 EXISTING BL19CK WALL-" 72.001 TO BE INSTALLED PER CITY OF FRESNO STANDARD PLANS AND EXISTING TERMINUS OFmm .. N7ER 114 t#Y VA TER 110 CE T' ROW SPECIFICATIONS.77ONS. ST?w ss Sf-CfloN 19 BE-Pf-R O 15"EASEMENT FOR FF17 4 WITH gZP010N T PUBLIC 0LITY,•r`- ;5-1, Z". " /I "" API- CORNER SECTION PURPOSES.-AM' ' EX 2' PE ShOLL NOT BE A 8 L A Nt, 2. THE DESIGN OF THE SUBDIVISION, TO THE EXTENT FEASIBLE, HAS OfFERED"I.P111? RESUt N T "c t (2) Ex 15' LE 2J, 13 21 u DEDICAMN r9..THE CITY THE STREET S �Vl INCORPORATED 72% OF HOMES BEING ORIENTED TO PROVIDE FOR 12' T NATURAL AND PASSIVE HEATING AND COOLING OPPORTUNITIES AND TRAVEL W#H SIDEWALK \-EXISTING TERMINUS OTHER MEASURES THAT CONSERVE NON-RENEWABLE ENERGY SOURCES OF CITY SEWER PATTERS EACH AS PROVIDED IN THE SUBDIVISION MAP ACT. UJ E, RAMONA AVENUE G W1 5' EX C& > PARKS TRIP & 4 3. PHASE LINES SHOWN ARE APPROXIMATE, THE EXACT SUBDIVISION SIDEWALK PHASE LINES SHALL BE DETERMINED A T THE TIME OF FINAL MAP, WITH REVIEW BY THE CITY ENGINEER. WITHIN THE SUBDIVISION SHALL MEET CITY OF FRESNO 4. ALL STREETS -2 (FOR 50' RIGHT OF WAY) AND P-52 0. LOCAL STREET STANDARDS API (FOR 60' RIGHT OF WAY) UNLESS NOTED OTHERWISE E 5. THIS SUBDIVISION HAS NO EXISTING TREES LOCATED WITHIN ITS LIMITS 60 0 60 6. STREET IMPROVEMENTS ALONG N. HORNET AVENUE, SPECIFICALLY THE 0 LEGAL DESCRIPTION PER LLA No. 2olo-o o FULL COMPLETION OF STREET KNUCKLE, CURB, GUTTER, SIDEWALK, ETC. F- IN A PORTION OF LOT 46 AS SHOWN ON THE MAP OF EGGERS COLONY RECORDED JANUARY 9, 1891 IN VOLUME 4 OF PLATS AT PAGE 60, FRESNO COUNTY RECORDS, LYING IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, SHALL BE PHASED DUE TO THis AREA BEING PART OF AN EXISTING SCALE OF FEET Lu RANGE 21 EAST, MOUNT D14BLO BASE AND MERIDIAN, /Af THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF C4LIFORNIA; TEMPORARY STORM DRAIN BASIN WHICH IS LOCATED IN PHASE 2. 0 co E SOUTH LINE OF SAID LOT 46, WHICH WOULD PASS BY OPERATION OF LAW AS ABANDONED BY FRESNO COUNTY ORDER OF cc 2 TOGETHER WITH THAT PORTION OF DAKOTA AVENUE AS SHOWN ON SAND MAP OF EGGERS COLONY ALONG THE 7. GRADE DIFFERENCES OF 6" OR MORE DO NOT CURRENTLY EXIST 6i ABANDONMENT, RECORDED JULY 3, 1959 AS DOCUMENT NO. 47112 IN BOOK 424J AT PAGE J65, OFFICIAL RECORDS OF FRESNO COUNTY; ACROSS PROPERTY LINES. o EXCEPTING THEREFROM THE EAST 22.00 FEET OF SAID LOT 46, AS DEEDED TO THE CITY OF FRESNO FOR STREET RIGHT-OF-WAY PURPOSES, RECORDED AS DOCUMENT NO. 2008-0170061 ON DECEMBER 12, 2008, OFFICIAL RECORDS OF FRESNO F ss/ FT1- COUNTY, ALTOGETHER DESCRIBED AS FOLLOWS. - M. Fye 0 CO P, COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 23, cn THENCE SOUTH 8905848" WEST, ALONG THE SOUTH LINE OF 7HE NORTHWEST QUARTER OF SAID SECTION 23, A DISTANCE OF 4ZOO FEET TO A POINT ON THE WEST LINE OF THE EAST 22.00 FEET OF SAID LOT 46, SAID POINT BEING THE TRUE MT� ASHCAN A VENUE POINT OF BEGINNING; No.64794 EXP:06-30-11 THENCE SOUTH 89058 HE SOUTH LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 1215.22 FEET; cjv11. rn '46" WEST CONTINUING ALONG T F cn THENCE NORTH 00'21'25- EAST, A DISTANCE OF 40.83 FEET,- nTFFTM 2 El 0 1 '22" WEST, A DISTANCE OF 485.15 FEET,' C- THENCE NORTH 00104 DESIGNED BY: H. LORE CU THENCE NORTH 12009'2J" EAST, A DISTANCE OF 40.16 FEET TO A POINT ON 7HE SOUTHERLY LINE OF THE GOULD CANAL AS DESCRIBED IN QUITCLAIM DEED RECORDED JUNE 16, 2006 AS DOCUMENT NO. 2006-012644a OFFICIAL RECORDS OF I DRAWN BY: H.LORE �5 FRESNO COUNTY; lilliffill cn CHECKED BY: H. LORE c THENCE ALONG THE SOUTHERLY LINE OF SAID GOULD CANAL THE FOLLOWING COURSES.- ca SOUTH 77'30 38 EAST, A DISTANCE OF 24-84 FEET,- SCALE: �D� 1 60' H :5 SOUTH 7801958" EAST, A DISTANCE OF 11J.41 FEET,' OERRE GE 55 CD Lot cn THENCE SOUTH 7706'42" EAST, A DISTANCE OF 85.86 FEET; DAKOTA AVENUE 60 0 60 o THENCE SOUTH 76O31'29- EAST, A DISTANCE OF 323.49 FEET TO THE BEGINNING OF A 3392.00 FOOT RADIUS TANGENT CURVE, CONCAVE TO THE NORTH; PROJECT: DMS.0903 -061581, AN ARC DISTANCE OF J02.88 FEET; N THENCE EASTERLY ALONG SAID CURVE, THROUGH A CEN7R4L ANGLE OF 05 U) THENCE, TANGENT TO SAID CURVE, SOUTH 81.38'27" EAST, A DISTANCE OF 297.19 FEET; N w LAS ET OF 541D LOT 46; T M — 1 0 THENCE SOUTH 83.27 05 EAST, A DISTANCE OF 82.05 FEET TO A POINT ON THE WEST LINE OF 7HE T 22-00 FE VICINITY MAP E Lu .................... oC 4-d o THENCE SOUTH 00"06'570 EAST, ALONG THE WEST LINE OF THE LAST 22.00 FEET OF SAID LOT 46, A DISTANCE OF 332.07 FEET TO THE TRUE POINT OF BEGINNING. NOT TO SCALE CONTAINING 12.183 ACRES, MORE OR LESS. SHEET 1 OF 1