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SECTION A-A: H" DITCH NO. 126
im? VA NT PROPOSED J''V
o 13 so so 120 1B0 /` 4 r� ,
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141 4 ZONE R-1/UGM \ S RUCT
NOT TO SCALE �URE -
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r EXISTING 4' METER CONCRETE 2 ,
STANDPIPES(TO BE RELOCATED); 3p'
8 4 t 144 r GATE V VE TO NORTHEAST
9036 SF �7 4 r FLP-"SE9296.99
5' r F `l2"NE 302.59 f{
107, AO' - 0' s WV 5' TO BE DEDICATED FOR
'� 0 Q NOTES. 47, of PUBLIC STREET AND
��Z�� �y 6, " 9796 SF � � � UTILITY PURPOSES
` 1) UNLESS NOTED OTHERWISE, ALL EXISTING BUILDINGS. FENCES, POWER POLES, c r6O
Z►� y UTILITY LINES, WELLS, TREES, IRRIGATION RISERS, AND OTHER STRUCTURES EXISTING 2.7'x1.6'
Gni (EXCEPT SEPTIC TANKS) WITHIN THE AREA OF CONSTRUCTION SHALL BE _ EXISTING
PULLBOX RESIDENTIAL
EXISTING SS MH 101 /h 311 ,
N REMOVED OR ABANDONED IN ACCORDANCE WITH THIS PLAN AND THE CITY OF { r �'' f ,
RIM=301.27 { rf' #3 EXISTING 2.9 xl.e ZONE R-1/UGM
FRESNO STANDARD SPECIFICATIONS. SEPTIC TANKS SHALL BE REMOVED 8501 SF f 5 = 4 M #{ CATV BOX
s 3 If s; EXISTING
OR ABANDONED IN ACCORDANCE WITH CITY OF FRESNO AND COUNTY HEALTH of 8146 SF f 6931 SF N t off IRRIGATION
DEPARTMENT STANDARDS. cV I 1 6739 SF — 2 I•
EXISTING 2 MH s 6 6727 SF
VENT
RIM-301.31 ; ^ r � s
FL B"Nw-286.x6 2) ALL IMPROVEMENTS PROPOSED WILL BE CONSTRUCTED IN ACCORDANCE
FL 8"NE-287.55
FL 39'S=283.36 WITH CITY OF FRESNO STANDARD SPECIFICATIONS. 116 �, M ;7033 SF r 72 f} 24"1 R
f}
3O , t' m # # PROPOSED 10'Wo ss{ EXISTING 2.5'x1.1'
, % 3) THE DESIGN OF THE SUBDIVISION PROVIDES FOR PASSIVE NATURAL HEATING �'�, 21 66' 60' 1 FRESNO IRRIGATIa {s _ BROADBAND RISER
4j0 `k AND COOLING OPPORTUNITIES. 21X OF RESIDENCES WILL HAVE A NORTHERLY #{ 2Z tJ! i 0' # 31 3p, DISTRICT EASEME�T Cc �m .
EXPOSURE, 33X OF RESIDENCES WILL HAVE AN EASTERLY EXPOSURE, 14X OF •S4 / r —
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�-� RESIDENCES WILL HAVE A SOUTHERLY EXPOSURE, AND 14% OF RESIDENCES WILL i7! ;` ; $ I rid EXISTING 2.Tx1.6'
�- HAVE A WESTERLY EXPOSURE. { 4. 10076 SF �; € J{ CATV Box
EXISTING 4.9 x8.75
fi, s rr POME VAULT
224' i` #
451 I � STOP EXISTINGS GN
PROPOSEQ $" grS
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"140
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eA.C.SWALE
FMFCD PONDING BASIN �EFw STORM DRAIN LINE V Nf���:wEXISTING
99,198
EXISTING END - ~"+ 1150 3A? 1 '�— r 8' I RFL IM=2 NESE=291.61
OF DITCH ZONE R—A/UGM 24 NVE --�, �
— _ SKYE- 24 4 _ —�-- — 103
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FL IS"S-292.68
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/ '148`SO P4■SD �` ✓ - !O f } EXISTING FID DITCH ��} 7915 SF ?y LANE'SIGN
NORTHh11N 6534 SO JM
� EXISTING } OAR
r�`
1113' # 14B f u W, 1,21 M ("H"DITCH NO.128)
# / PRO,BIJSED 14 7 6 SF ,N-W.._ __W_
DANTE A.C.SWALE s}�1 - — _ `�f sm O AND PIPED RELOCATED
......._-- ______—_-- � <,/`'` W E R MAIN -
�—' 23 5
I fft{#f; { " � r i h GO 103, r� 1 2Q► F'' �'
AVENUE =-::-:_ V v
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I. •CP#95 `} t€ $ # 14"W 14"W I4"W ?� c'�, �� Z M 6343 SF 6180 SF 27'
wv(2) 1 r 4• 2 927,4 SF
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�ROPOSED
54 2 - PROPOSED 8 ,CATV° 156 22 8 N � u� , 107' Q WATER MAIN 106 6780 SFrTER MAIN 1 u (p J N EXISTING 6'HIGH
EXISTING 2 7x1.8; r * - _ \ 1 34 PRO S
' n" LT t --- — - ..... o {° _ o P 0 E D 8 0 F 13
Y '^uW - CHAIN LINK FENCE
i SEWER MAIN
w —=-
.v . . 1 6180 s " . �...2
......-• __-_----_ _..............._... ^" .__._... .._ •-.,........ Y. ",,,..r..
EXISTING"NO STO'P(IG._-�9'" 3? i - ~ PROPOSED 8" F ca - Q 2
ANYTIME"s1cN - _. '` 1 X42\ °° rrn 474 SF N o SEWER MAIN 10 ti co - , 6180 SF o ,
0' 9 71 SF — ` 6334 S
- - _
- --- _ . � N s 37 '� 13
EXISTING 6"THICK { 5 O - 103
s 10 O 6412 SF !a F 6780S
CONCRETE HEADWALL �,,, s Q D E 01 � , 54 fps � ,,, ._..-.• O
FL 14"SW-299.36 �` i}^�� s{ O, pf V Q 27 271 ca ca
VV PROPOSED 8
EXISTING CONCRETE FL 14"NE=299.53 s /Q , I FL 12"-301.25 ��
CANAL LINER R-47' 4 6751 SF
47 A) EXISTING 10" # WATER MAIN • Ira M
4p� r EA GATE VALVE , t�O; �� PROPOSED 24 RGRCP
p �� �r ~ ro � s ,` 21 tet, o 3 ~ PROPOSED 8 IRRIGATION LINE RESIDENTIAL
40 € 83. h 28 �e6180 SF-,----
8190W 00 - SEWER MAIN .
SF \ { ti p 6931 # , o ( ZONE R-11UGM
SF
lo 14
W 1/4 COR. SEC. II-13/19 � ;� \ 38
r � 6780 SF
` f'' ` 5
50' WIDE PUBLIC STREET RIGHT 12068 S ►!3
OF WAY TO BE VACATED 9301 SF 32 5,
r ss
6047 SF
PFRESNO IRRIGATION
ROPOSED Ed'WIDE0 7696 DISTRICT EASEMENT/s $F
'
29
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LEGAL DESCRIPTION LEGEND / ABBREVIA TIONS �`~ p 8044 f{ ,3 85' 15
C�' .. ��
Cq� � �� , `a� 40, SF ;�; C+ 6918 SF € ..
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Lots 977, 978, 981 and 982, of Bullard Lands Irrigated 4,,��
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INDICATES SUBDIVISION LIMITS "~ L � 2, ` \ - ti -- #;
Subdivision No. 6, according to the map thereof recorded in Book }#
8 Pages 25 and 26 of Plats, %0, I w g ts, Fresno County Records. , � EXISTING OVERHEAD �/ �P�127 ti 40' 31 0 #� # } A
i, i 9127 SF a ;# # 6729 SF r ti.. •:•
Excepting therefrom an undivided one-half of UTILITY LINE N� `�� , '' =�: :� '; # �" f # o .4'1
p g all the minerals, gas, � # �` #
p R }
oils, petroleum, naphtha and other hydrocarbon substances in, on
16 30 9
or under said parcel, as reserved in the deed from Security First
EXISTING CURB, GUTTER, 4=tee 8015 SF
3
�`"��d.•a d`.�,.�,,,, .•�. 11524 SF ��#` f$ }
AND/OR SIDEWALK � �}r
National Bank of Las Angeles, a national banking association, to - �
W. E. Roberts and Clarice Roberts, his wife, as joint tenants, � . � � � � / # '
dated November 15, 1940, recorded December 19, 1940, as EDGE OF EXIST. PAVEMENTr
Document No. 37544, Official Records. ZONE M-1-P/UGM ''" 1S'
'0.,1 ^��."~`..." } � GATE
'•` '- "" - _ 1 M p 10235 SF
0 0 EXISTING CHAIN LINK FENCE
`_
ALSO EXCEPTING THEREFROM those portions of Lots 977 and 25' WIDE PUBLIC STREET RIGHT E
' �^ I
978 lying Northerly of the following described line: •/T OF WAY TO BE VACATED 0
11895 SF F 00�-- EXISTING STREET LIGHT � . o
Beginning at the Southwesterly most corner of Lot 977 of said SITE DATA VICINITY MAP EXISTING IRRIGATION-'"`a,.
STRUCTURE(TO BE "' .. • .,.,
Bullard Lands Irrigated Subdivision No. 6; thence South 621 06' RELOCATED) -�.. . � �� TENTATIVE TRACT MAP
�.dw�
24 East along the Southerly line of said Lot 977 a distance of EXISTING FIRE HYDRANT FL 24 SW-299.51 . ACCEPTED FOR PROCESSING E
403.42 feet more or less to an angle point in the Southerly line �`" -��_ - � y~�
of said Lot 977; thence leaving said Southerly line North 271 63' EXISTING TIMBER BARRICADE EXISTING USE: VACANT
36 East a distance of 22.74 feet to a point on the center line EXISTING ZONE: R-A/UGM W Ra804TS AU �! `� APR , 4. o
BROWNING 4 2005 N
of future roadway; thence South 62° 06' 24" East along said ASSESSOR'S PARCEL NO.: 509-020-23 PROPOSED
center line a distance of 143.37 feet; thence 118.37 feet along EXISTING UNDERGROUND UTILITY PROJECT AV � IRRIGATION CITY OF FRESNO o
UTIL- LINE, FIELD VERIFY LOCATION SOURCE OF DATA: FIELD SURVEY `� STRUCTURE
the arc of a tangent curve to the left, concave Northeasterly, �� .�,y' PLANNING&DEVELOPMENT DEPT
having a radius o0 550.00 feet and a central angle of 120 19' 52"; PRIOR TO CONSTRUCTION. PROPOSED USE: SINGLE FAMILY RESIDENTIAL LOCATION �'-�' �'``f '�q PLANNING DIVISION °
thence South 74 26 16 East a distance of 135.91 feet more orPROPOSED ZONE: R-I/UGM G�NAL
less to a point on the East line of Lot 978 of said Bullard Lands INDICATES AREA TO BE
Irrigated Subdivision No. 6, and of herein described line. DO DEDICATED FOR PUBLIC PROPOSED WATER SOURCE: CITY OF FRESNO , �� z
STREET PURPOSES PROPOSED SEWAGE DISPOSAL: CITY OF FRESNO � �� o
PROPOSED STORM DRAINAGE: FRESNO METROPOLITAN ?
PROPOSED DRAIN INLET FLOOD CONTROL DISTRICT e °
UNLESS NOTED e ' ,� 'y'1[/ TIVE MAPo
RECORD OWNER & SUBDIVIDER (BASIN EF) yc + 4y y
PROPOSED MANHOLE PROPOSED CABLE TELEVISION: COMCASTFEI TRA C T NOff 5388
SPRADLING CONSTRUCTION, INC. UNLESS NOTED PROPOSED ELECTRICITY: P.G.aE. NORTH ' �+ q,,
4848 N. FIRST STREET, SUITE 107 PROPOSED TELEPHONE: SBC
DIRECTION OF PROPOSEDJ PREPARED FOR:
/y
FRESNO, CA 93726 > SURFACE DRAINAGE FLOW TOTAL AREA: 11.3± ACRES (GROSS), 7.8± ACRES (NET) '' o
(559) 885-5345TOTAL LOTS: 42 'W••- +x ... '��/ 3
AAAAAA WAIVER OF DIRECT VEHICULAR ACCESS SPRA i
DL
ING
T
MINIMUM LOT SIZE. s000 so. FT. ION
INCE
NOT TO ��' ��, �� � o
�" WAIVER OF DIRECT PEDESTRIAN ACCESS
AND SCALE •�,,5�,� �'��� �,P = 4848 N. FIRST STREET,
SUITE 107
�'� �
AC ASPHALT CONCRETE � FRESNO, CA 93726
� '�� _
CATV CABLE TELEVISION
M
(559) 225-5345
CP CONTROL POINT DO
DWG DRAWING ON MARCH 3, 2005
EB ELECTRICAL BOX
FH FIRE HYDRANT o
MH MANHOLE
OHP OVERHEAD POWER z ?I JAN 2005 REVISED PER CITY OF FRESNO'S COMMENTS MSH Michael Sutherland DATE MARCH 3, 2004 0
M DOH / MSH N
and Associates SCALE BY AS SHOWN
POWER POLE 3
SD STORM DRAIN
SF SQUARE FEET 4 S LAND SURVEYING & FIELOBOOK NO. N/A 0
�+ 5 •o
MICHAEL SUTHERLAND AND ASSOCIATES EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT S S SANITARY SEWER PROJECT NO. O3 1748
AND OTHER APPLICABLE PROPERTY RIGHTS O THESE PLANS. THESE PLANS ARE NOT TO BE W WATER 6 CIVIL ENGINEERING SERVICES
REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO
BE ASSIGNED TOA THIRD PARTY WITHOUT THE WRITTEN PERMISSION AND CONSENT OF MICHAEL 7 3 6 69 I AVENUE 12 2 141 HIGH S T. Ste. D DRAWING NO. D-1311 C
SUTHERLAND AND ASSOCIATES, IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY A W V WATER VALVE o
THIRD PARTY,THE THIRD PARTY SHALL HOLD MICHAEL SUTHERLAND AND ASSOCIASSOCIATES'
M A D E R A, C A 9 3 6 3 8 S E L M A, C A 93662
-�
HARMLESS AND SHALL BEAR THE COST OF MICHAEL SUTHERLAND AND ASSOCIATES'LEGAL
FEES ASSOCIATED WITH DEFENDING AND ENFORCING THESE RIGHTS. REV. DATE DESCRIPTION APPROVED (559)447-5815 (559)891-1140 SHEET I OF I SHEET(S) /
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