HomeMy WebLinkAboutT-6028 - Map - 2/27/2013 VESTING TENTATIVE SUBDIVISION MAP VICINITY MAP:
NORTH 1/4 CORNER EAST ASHLAN AVENUE
SECTION 22, T.13S., R.21 E.
lil E. HAMPTON WAY Z
IN THE CITY OE FRESNO, COUNTY OE FRESNO, STATE OF CALIFORNIA Q
E. BELLAIRE WAY
LxE. SUSSEX AVE
EAST SUSSEX WAY 3 E SUSSEX AVE cr
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x Llo
94 TRACT NO. 4993 z z NTS
VOL. 70 OF PLATS SITE wOl
AT PGS. 39-41, F.C.R. LOCATION
-1/UGM 37' w c3
93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 J � EAST DAKOTA AVENUE
EX. IRR. STANDPIPE CL
ow I
S89'52'55"E 1319.21 TO REMAIN N z o NOTE:
50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 64'± F-0)
30 30 17 v� vi cr 1. THERE ARE NO EXISTING ABOVE GROUND USES OR STRUCTURES
17,0 <J 0 SUCH AS BUILDINGS, WATER WELLS, POWER LINES, TOWERS,
10 LE ' ►-o �- ETC., WITHIN THE PROPOSED SUBDIVISION.
24 23 22 21 20 19 m m 18 m 0) 17 16 0 m 15 14 13 12 11 10 9 8 m 7 6 5 4 3 2 1 2. THIS AREA IS NOT SUBJECT TO FLOOD INUNDATION.
I � mm 0) m mm 0) m
5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5.000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 6,254 S.F.
+ 25 10'PUE 10'PUE 3. THERE ARE NO EXISTING UNDERGROUND FEATURES SUCH AS
i 5,523 S.F. - - - - - - - - - - - - - - - - - - -- - - - - WELLS, CESSPOOLS, SEWERS, CULVERTS, STORM DRAIN,
- - - - - - - - - - - - - - - - - - - 704-
77" - - - - -
+ 50'± 50'± 50'± 50'± 50'± 50'± So'± 50'± so'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± So'± 50'± 50'± 50'± 47'± N AND OTHER UNDERGROUND STRUCTURES WITHIN THE
- N
�� �T R- PROPOSED SUBDIVISION.
PROPOSED CURB & GUTTER (TYP • sc o
�� o �� SEWER MAIN O EAST PONTIAC WAY � � EAST
PR.(WPOSED L _ PONTIAC 4. THE DESIGN OF THE PROPOSED SUBDIVISION SHALL PROVIDE
"� �� PROPOSED WATER M N
w w w w w w w E PASSIVE OR NATURAL
_�
. . _ - . . AVE
HEATING ORCOOLINGI OPPORTUNITIES AND OTHER MEASURES
46'±- - 51'±- 51'± -52'±- 51'±- 51_± - - 51'± 51'± -51_± 55'± - -82'±- - 55'± - - 51 51'± -51_±- 51'± 515 - 55'±- 51't -51_±- 51'± 51'5 -45'±�s THAT CONSERVE NONRENEWABLE ENERGY RESOURCES.
42' �� 10'PUE 10'PUE �� THIS SUBDIVISION HAS BEEN DESIGNATED WITH 889a OF THE
LOTS ORIENTED IN A NORTH TO SOUTH ORIENTATION TO
+ +, + + + + + +� ++ +� + +� + +� + +� + +� + + + +� + +� +� + +� + +� + ++ + + + +� +� +� + + +� 47 I N TAKE ADVANTAGE OF NATURAL HEATING AND COOLING
GF��P I 26 - 27 28 29 30 31 32 33 34 - 35 36 37 38 39 m 40 41 m 42 m m 43 44 m 45 46 +,
m m m m m m m OPPORTUNITIES.
SII 0m m0) � m
5,658 S.F. 5.031 S.F. 5,031 S.F. 5,030 S.F. 5,029 S.F. 5,028 S.F. 5,027 S.F. 5,026 S.F. 5,026 S.F. 5.429 S.F. 5,426 S.F. 5,011 S.F. 5,010 S.F. 5,009 S.F. 5,008 S.F. 5,007 S.F. 5,006 S.F. 5,005 S.F. 5,004 S.F. 5,004 S.F. 5,003 S.F. 6,235 S.F. N
> II1IO'PUE 10'LE
5. ALL STREETS ADJACENT 70 THE BOUNDARIES OF THIS
O II w SUBDIVISION HAVE BEEN PREVIOUSLY DEDICATED FOR PUBLIC
��•t�0 I 58'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 55'± OUTLOT "A" 55'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 65'±
"� " 58'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 55'± 55'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 65'± STREET PURPOSES AND ALL ARE TO REMAIN.
16,251 SQ.FT. IO'PUE� p
(UNLESS OTHERWISE NOTED.)
QQ,QS �6, I 8 LE I� o-
�P G, I + N w 6. THIS SITE IS IN FLOOD ZONE "C" AND IS NOT FLOOD PRONE,
.�Q�. CG4 � ':` �II 69 m 68 �� +� + m 0) 0) m + +I + 61 m +H 60 m + +, + 59 + +1 58 m + 57 +) + 56 +) + 55 +, + 54 m + 53 +) +� 52 +� + 51 m + 50 co 00 49 co °° z�
J I 67 - � 66 � m 65 m � 64 � � 63 � � 62 m � � � � � � � � � � � m � � � � m � � � � � � � � � � 48 I� � Z PER THE FLOOD INSURANCE RATE MAP.
PG• P� Z m m m m 0 m rn � 0) m 0) 0) 3) 01
. / II.5,658 S.F. 5.031 S.F. 5,031 S.F. 5,030 S.F. 5,029 S.F. 5,028 S.F. 5,027 S.F. 5,026 S.F. 5,025 S.F. 5,429 S.F. 5,426 S.F. 5,011 S.F. 5.010 S.F. 5,009 S.F. 5,008 S.F. 5,007 S.F. 5,006 S.F. 5,005 S.F. 5,004 S.F. 5,004 S.F. 5,003 S.F. 6,254 S.F.I ;
IO'PUE 10'PU A ¢ 7. ALL PROPOSED SEWER, WATER, STORM DRAIN, CURB, GUTTER,
42' ,�� - - - - - - - - - - - - - - -�- - _ - - _- - - - - - - - - - - - - - - - - - - - - - - - -04 T I Z SIDEWALK, PAVEMENT, STREET TREES, AND STREET LIGHT
X 46'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 55'± 82'± 55'± 5 'f �1' S1'± 51'± 51'± 51'± 51'± 51'± 51'± 51'± 48'± ACCORDANCE WITH CITY
O
IMPROVEMENTS ARE TO BE
DONE IN ACC
EAST FARRIN W . . .. � OF FRESNO STANDARD SPECIFICATIONS.
PROPOSED CURB & GUTTER (TYP) ✓`� P POSED SEWER MAIN O ~
--o -ter- `� 8. SURROUNDING LAND USES:
C, I _ PROPOSED WATER MAINss sS L
N w w W "W' Ylr_ w W W W W - - -
NORTH SINGLE FAMILY RESIDENTIAL R 1/UGM
1 I �>8, - FAMILY RESIDENTIAL - R-1 UGM
o �0 50'± 50'± -50'±- 50'± 50'± -50'±- 50'± 50'± -50'±- 42'±� 42'± 50± 50± 50'± 50'± 50'± -50'±- 50'± 50'± -50'± 50'± 50'± 47'± EAST SINGLE F ENTIA /
cn - �1'y� - - - - - - - - - - - -- S
-� � 10'LE-�X � pC SOUTH - SINGLE FAMILY RESID TIAL- - R-A/UGM
70 10 PUE 10' PUE 50 10 PUE 10 PUE WEST - CHURCH - R-A/UGM
c '3,559 S.F. J F
+I +I +I +I +i + +I +I +I +I +I +I +I +I ,+I +I +I +I +I +I ¢ +I +I +I +I +� + +I +I +I +I +I +I +1 -H _H +I +i +I +i + -H +I +I 0 P Z ,. ,�
¢ 71 72 73 74 75 76 77 78 a 79 80 I+� ++I 8i 82 83 84 85 86 87 88 0 89 cD CD 90 0 0 91 o (D 92 c 93 I 9. OUTLOT A TO BE DEDICATED FOR OPEN SPACE PURPOSES.
O CD
0 0 0 O 0 O 0 0 O 0 0 O O O O O O O O 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0
x,000 S.F: 3,000 S.F: 3,000 S.F 3,000 S.F: 3,000 S.F: 3,000 S.F: 3,000 S.F 3,000 S.F: 3.000 S.F: 5,330 S. W ,324 S.F.'- `5,000 S.F:- `5,gDD�.F `3,000 S.F:- `5,000 S.F- '5,000 S.F:- `5,000 S.F: `5,000 S.F:- -5.000 S.F: '3,000 S.F:- `5,000 S.F: '3,000 S.F:- 6,30 S.F. N
I � j z °� � I� � EXISTING TREES
W I 17r• � N TWO
I 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 54'± Z 54'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 50'± 65'± EXISTING BUILDINGS
S89'55'20"E 1319.87'
o EX. ARMSTRONG AVE. - THREE - TO BE REMOVED
NO. 389 PRIVATE IRR. 30' 30' 17' EXISTING USE
00 EX. 15' FMFCD EASEMENT ���� PIPELINE TO REMAIN Q Q
--I" PER DOCUMENT NO. 85123184 VACANT LAND
RECORDED 12/04/85, F.C.R. ��,�.�o CPQ EXISTING ZONING
R-1/R-A
eP�PQP QG G� PROPOSED USE
P� J �' SINGLE FAMILY RESIDENTIAL
PROPOSED ZONING
o SCALE. 1" = 80' R-1 / UGM
A.P.N. 310-201-12 _ SOURCE OF WATER
II -
0 40' 80' 160 CITY OF FRESNO
CENTER 1/4 CORNER N N SOURCE OF SEWAGE DISPOSAL
SECTION 22, T.13S., R.21E. CITY OF FRESNO
SOURCE OF ELECTRICITY
PG&E
LEGAL DESCRIPTION: SUBDIVIDER BASIS OF BEARINGS: LEGEND: SOURCE OF GAS
PARCEL 1 LENNAR FRESNO, INC. ALL BEARING, DISTANCES AND AREAS PER PPUE PLANTING & PUBLIC UTILITY EASEMENT NOW OFFERED SDMH STORM DRAIN MANHOLE PG&E
8080 N. PALM AVE., SUITE #101 OR CALCULATED FROM RECORD DATA PER FOR DEDICATION FOR PUBLIC USE. SOURCE OF CABLE T.V.
THE EAST HALF OF THE SOUTH ONE-THIRD OF THE NORTH THREE-QUARTERS FRESNO, CA 93711 THE MAP OF TRACT NO. 4993, RECORDED IN OH OVERHEAD ELECTRICAL COMCAST
OF THE NORTH ONE-HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST VOLUME 70 OF PLATS AT PAGES 39 LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION
QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 21 EAST, MOUNT DIABLO THROUGH 41, FRESNO COUNTY RECORDS. �,- S EXISTING SANITARY SEWER SOURCE OF TELEPHONE
BASE AND MERIDIAN, ACCORDING TO THE U.S. GOVERNMENT PLATS THEREOF. INDICATES DIRECTION OF DRAINAGE FLOW. AT&T
PREPARED BY: Note: A INDICATES STREETS PREVIOUSLY DEDICATED FOR PUBLIC USE. W EXISTING WATER ASSESSOR'S PARCEL NUMBER
APN: 310-201-13
YAMABE & HORN ENGINEERING, INC. 310-201-1
PARCEL 2 2985 N. BURL AVE., STE. 101 RECORDS OF THE CITY OF FRESNO AND FRESNO PREVIOUSLY DEDICATED FOR PUBLIC ROAD PURPOSES EXISTING EDGE OF PAVEMENT SITE AREA
FRESNO, CALIFORNIA 93727 IRRIGATION DISTRICT INDICATE THAT THE PUBLIC STREET EASEMENT NOW OFFERED FOR DEDICATION GROSS 15.05 AC.
PARCEL A OF PARCEL MAP NO. 69-14, ACCORDING TO THE MAP THEREOF (559) 224-3123 ARMSTRONG NO. 389 PRIVATE PIPELINE O FOR PUBLIC USE. POWER POLE NET 14.51 AC.
RECORDED IN BOOK 1, PAGE 66 OF PARCEL MAPS, FRESNO COUNTY RECORDS. TRAVERSE THE SUBJECT PROPERTY ALONG ITS
OWNER NORTHERN PROPERTY LINE. AN ON-SITE g DRAIN INLET
APN 310-201-14 INVESTIGATION OF THE ARMSTRONG NO. 389 PP POWER POLE
PARCEL 1 PRIVATE PIPELINE
BY YAMABE & HORN
PARCEL 3 PAUL & PATRICIA TOOMBS ENGINEERING, INC., ON DECEMBER 28, 2012 SP IRRIGATION STANDPIPE SANITARY SEWER MANHOLE
� REVEALED THAT NO PORTION OF THE YAMABE 8c HORN
3635 N. ARMSTRONG AVE. GW GUY WIRE
A RIGHT OF WAY FOR ROAD PURPOSES OVER AND ACROSS THE SOUTH 10 FEET FRESNO CA, 93727 ARMSTRONG NO. 389 PRIVATE PIPELINE STORM DRAIN MANHOLE ENGINEERING INC.
EXTENDS WESTERLY ACROSS THE SUBJECT
OF THE EAST HALF OF THE SOUTH ONE-THIRD OF THE NORTH THREE SSMH SANITARY SEWER MANHOLE
QUARTERS OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE PARCEL 2 PROPERTY FROM THE EXISTING PORTION OF THE EXISTING STREETLIGHT
NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 21 EAST, BIG HILL LOGGING & ROAD BUILDING COMPANY PIPELINE LOCATED IN THE NORTH ARMSTRONG uU SUIT N. BURL AVE.
AVENUE RIGHT-OF-WAY, AS SHOWN. SUITE 101 TEL (559) 244-3123
MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT 680 SUTTER STREET uuuA INDICATES RELINQUISHMENT OF DIRECT VEHICULAR ACCESS RIGHTS. FRESNO, CA 93727 FAX (559) 244-3120
TRACT N 0 6028
THEREOF. YUBA CITY, CA 95991
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