HomeMy WebLinkAboutT-5558 - Map - 4/20/2007 VESTING
TENTATIVE SUBDIVISION MAP
• OF
TRACT
NO .
5558
IN THE CITY OF FRESNO
�E FRESNO COUNTY, CALIFORNIA
SEpH\NE PVEN z
JO Ld
NOTES:
PROJECT SITE U
Uj 1 1. THERE ARE NO EXISTING ABOVE GROUND USES OR
Uj Z = �, z {�\ STRUCTURES SUCH AS BUILDINGS, WATER WELLS, POWER
w ti,, ".� \ ✓ LINES, TOWERS, ETC., WITHIN THE PROPOSED SUBDIVISION.
a
(EXCEPT IF SHOWN).
z W. HERNDON AVE.
^ M 2. THIS AREA IS NOT SUBJECT TO FLOOD INUNDATION.
3. THERE ARE NO EXISTING UNDERGROUND FEATURES SUCH AS
WELLS, CESSPOOLS, SEWERS, CULVERTS, STORM DRAIN,
DUMP SITES AND OTHER UNDERGROUND STRUCTURES WITHIN
•p"9LF�G �P�`� w THE PROPOSED SUBDIVISION. (EXCEPT IF SHOWN).
GF >< VENUE PERIMETER ti 4. ALL IMPROVEMENTS SHALL BE AS REQUIRED BY THE CITY
y z �pS pf-LINE A WALL �> ' ,i ELECTRICAL OF FRESNO, AND SHALL INCLUDE SANITARY SEWER, DOMESTIC
y�
WATER, UNDERGROUND POWER, TELEPHONE, GAS, CONCRETE
NTS �NpSC E
CURBS, GUTTERS,
TowER SIDEWALKS, PERMANENT STREET PAVEMENT� ��•� D� , � �� �
m °` O MENT C146 STREET LIGHTS, ETC.
004
z I 3 b y ,
SUBDIVISION SHALL PROVIDE
o W. PALO 00
o '• � � �`� 5. THE DESIGN OF THE PROPOSED D
ALTO AVENUE r7
PERIMETER 00;P, Os i. ,
TO THE EXTENT FEASIBLE FOR FUTURE PASSIVE OR NATURAL
yr f
W HEATING OR COOLING OPPORTUNITIES AND OTHER MEASURES
_ N n ,
` 76'� �SiI� 42' S3 ' • �- THAT CONSERVE NON—RENEWABLE ENERGY RESOURCES AS
}
" PROVIDED IN THE SUBDIVISION MAP ACT. 71% OF THE LOTS
I OUTLOT J o ARE ORIENTED NORTH TO SOUTH.
*1M OUTLOT G " 7 39 " ' �' r! 'i 6. ALL STREETS ADJACENT TO THE BOUNDARIES OF THIS
-
(A� '^oIrib �_ °'g o SUBDIVISION HAVE BEEN PREVIOUSLY DEDICATED FOR PUBLIC
—<_ "' ��. ~ ' STREET PURPOSES AND ALL ARE TO REMAIN. (UNLESS OTHERWISE
33' to o I� ' f NOTED)
37'38 43bss
Ln
76" - � o �� � - ►� �� '*, 7. THERE ARE NO EXISTING CANALS OR DITCHES LOCATED
` . ,'�
Ln rRlh'-- r-N- 3 53 ;. WITHIN THE PROPOSED SUBDIVISION. (EXCEPT IF SHOWN).
VICINITY MAP to 00 DS 8. THERE SHALL BE NO GRADE DIFFERENTIALS GREATER THAN
� 7 '3 �, � `• ;nom OUTLOT K 5 ,` `� 46" UNLESS APPROVED BY THE CITY OF FRESNO
43 "
W DEVELOPMENT DEPARTMENT.
CIA -
OUTLOT F btPaIh 88w
W F 48 42 8 0 Z
fi.3 _
: � ;N$ 6jibt IL a EXISTING TREES
76 - 9 00 �, cocoof
.; }• FIG TREES TO BE REMOVED I ;-� :� ,.-
76 42' 43' ��,� „ m EXISTING BUILDINGS
CO CITY Cf !
NONE ^ �lr i-:F
` I
- -� EXISTING USE �_n.l�lll
-.a
`Ct>s 3 - �� o AGRICULTURAL
I 0 n WNin
I
43
OUTLOT E Iw �� }� EXISTING R/W EXISTING ZONING
}r � 38 42 Q 4 I
' " AE-5
PROP. PROP. ", �� - g ��� W
It
R/W 45' R/W 76' . �� N� IL � � PROPOSED USE
0o IIS w I SINGLE FAMILY RESIDENTIAL
I•a a
3s' 3 gid . N PROPOSED ZONING
Fr Is a. 71 Z Loc; R 1
4.5 18 18' 4.5 ____-- 43 33' N� Nc o o
—_ NIss 39' ,; - SOURCE OF WATER
CITY OF FRESNO
431
OUTLOT D `'
10.1 FOG SEAL 10.1
MAX 2� SLOPE: 2%SLOPE MAX N 33 _ _ — — - 5 SOURCE OF SEWAGE DISPOSAL
�— V
� .N � CITY OF FRESNO
43 � 1%
0 62
,`•tZ $' � '$' � Imo, � 33 `t
76 bs 2
& GUTTERTPERRB 7 7 N 1% ' " �, o _ � SOURCE OF ELECTRICITY
o R% } Ln
CITY STD. ST-5. 0.33' A.C. TYPE "
B" 7s LO
0.50' C.N.S. (95% COMPACTED 1.25' A.B. CLASS II (95% COMPACTED) 57 - -� ` SOURCE OF GAS
' '�i M '3 n OOa M o. 9 43 � ��� � � .. l'�' �` � PG&E
PRIVATE 36 ROAD 42 3. a� I M :ss 1 .
N.T.S. E ao Na, too �a 1
I o 3 \ - SOURCE OF CABLE T.V.
' 2 ' n m }., �.� COMCAST
OUTLOT CtrIn
41 M ----.w.-- -� �• ,�°r� SOURCE OF TELEPHONE
'.. SBC
. 4 14spy - LO '
f �" � ---.. ASSESSOR'S PARCEL Ni ituBER
OUTLOT SCHEDULE. ��. _ 5 � *l 1 : 504-050-05
M L0
M �� o I j
<11
OUTLOT H & K FOR PRIVATE ROAD PURPOSES AND NOW OFFERED DEDICATION ` ;. '�.. •� � - _.._ SITE AREA
FOR PUBLIC UTILITY EASEMENT PURPOSES. ,\ y ,: -R 57 �� - --� 10.78 AC. (GROSS WITHOUT ABONDONED HERNDON R.O.W)
ryit
.� h 9.4 AC. NET WITH ABONDONED HERNDON R.O.W
� G
OUTLOTS B,C,D, FOR PRIVATE ROAD AND PARKING PURPOSES AND NOW OFFERED ,` -� �'`�Rib 39 FUTURE MEDIAN
E,F,G,I,J, & M— FOR DEDICATION FOR PUBLIC UTILITY EASEMENT PURPOSES. � '} 7 , '`� 4 FUTURE STRIPING
`.. _ � o � DENSITY
OUTLOT A & L FOR PARKING PURPOSES AND NOW OFFERED FOR DEDICATION �� p h 4 �
40 - ��• � 9.0 UNITS PER ACRE
""�� '� n 3
FOR PUBLIC UTILITY EASEMENT PURPOSES. �.
\ Z
a
58V 11
OID
�- ' CORNER SECTION
BUILDING
PERIMETER SE COR. SECT. 32, T12S, R19E, M.D.B. do M. SOUTHEAST C R ECTI
SW COR. OF SE 1/4 OF SE 1/4 OF 79 SET BACK p WALL : FOUND BRASS CAP IN ASPHALT AS PER 33, 12/19, FOUND FRESNO
4' 40' CORNER RECORD 7173 FRESNO COUNTY RECORDS COUNTY BRASS CAP
SECT. 32, T12S, R19E, M.D.B. & M. � .`" �� � 4' WOOD BARRICADE MONUMENT AS SHOWN ON °
FOUND do ACCEPTED 3/4• PIPE 6• DOWN – TAG UNREADABLE OVERHEAD POWER o � � 6 8.5
AND TELEPHONE C BOX
TRACT NO. 4148 LEGEND.
.! Ex. EDG OF PAVEMENT P X P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR
N 89'32'43" W 892.68 • BARRICADE
RIGHT-OF-WAY TO N 89'32 43 W 4 6 N 89'53'04" W 5279.78' DEDICATION FOR PUBLIC USE.
BE ABANDONED
Q
EDGE OF PAVEM INDICATES DIRECTION OF DRAINAGE FLOW
--� MH �
^vEw ' � H ELEC BOX
f ERN 'V f"� BOXo C -•�FlBER OPTIC MARKER L.E. LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATON FOR
MH FIBER OPTIC MARKER ,9 BOX C BOX PUBLIC USE.
+'p a ELEC VAUL
INDICATES STREETS PREVIOUSLY DEDICATED FOR PUBLIC USE
PUBLIC STREET EASEMENT NOW OFFERED FOR DEDICATION
FOR PUBLIC USE.
AAAAAAAAAW PROPOSED RELINQUISHMENT OF DIRECT VEHICULAR AND
PEDESTRIAN ACCESS RIGHTS.
EXISTING UTILITY POLE
+ RIGHT—OF—WAY TO BE ABANDONED
CENTERLINE OF FUTURE
STREET RIGHT—OF—WAY 2.00
FEET WESTERLY OF THIS
LINE PER DOCUMENT NO. SCALE: 1" = 100'
2002-0198284, EXHIBIT "R" GPAPHIC SCALE
SHEET 2
o so' 100, zoo.
r \0)1 L-L —I #A C-1 L F_ F 3 el + l s ` C �C' I
TENTATIVE SUBDIVISION MAP
SUBDIVIDER
RIVERFRONT VENTURES
5023 N.PARKWAY CALABASAS
CALABASAS,CALIFORNIA 91302
(818)876-9500
Harbour&Associates DATE:11-07-06 SCALE:1"= 100'
Civil Engineers REVISIONS
389 Clovis Avenue,Suite 300•Clovis, Califomia 93612 SHEEP NO.
(559)325 7676 •Fax(559)325-7699•e-mail stanley@harbour-engineering.co
OF
BY: 1
STANLEY W. HARBOUR RCE 36537 DATE
W.O. #04-038 D-469
I I
I
O 8' 47' 1644'
35 35 ,
I = 8' 35' 35 1 s, 8 48 48 8 16' 16 rt 3 16, 1
48, 8= 48 8' ,35 3516, 48 8 48 1 s w 4 5 w 6'
� � � 35 16 5 9 _ 3
1 , 35' 48 8 48 15+35 16' I w 5' 1 6 8' 10 ' ' 3' PLAN 1 P LAN 1 1
43 9' g 45 16,35 16 5' 2 4 Cl 1 3' 3' PLAN 1 PLAN 1 8' S' 7'
30 3 ,o, 5
\ J ^�' 15' 30 N 3' PLAN 1 N 1 3' 3 PLAN 1 PLAN 1 w 5' 8' S _ ,Q 5 2' GARAGE GARAGE 2'2 r
- - 3 8, PLA g 8 5 112' GARAGE GARAGE 2 LAN 3 p
L , 3 8 ; ; 3 36 , 3 3 LAN 1 PLAN 1 2 3 181 PLAN 2 PLAN 2 8' 8' 2 9 2 6 2� GARAGE GARAGE 215 48' 4 P LAN 3 P LAN 3 � 1
PLAN 2 5• PLAN 2 8' GARAGE GARAGE 2 8
5 3 5 GARAGE GARAGE 2 2 8= 48 PLAN 3 PLAN 3 .1 8 PLAN 3 PLAN 3 �, D W D o <
M 3 9 8' - 2o 2 t 48' P LAN 3�' PLAN 3 0 W D a W W - 0 55'
o 25 5. 5= PLAN 3 PLAN 3
CIDv c� �,, �' rn 35' 35' rn C
GARAGE GARAGE Q Y 9 D M
GARAGE U M - 0 rn35 35' rn 8, 59 7, F_ 7� 00 75' 33'
�a
mN
M 43' 45 A G'- C w 9 Q r'' 35' 35' rn ' C 5 3 g' 8' 62 7' 0 7= 59 8 0
0 15' GAGE 43 09 m —) rn 35' 35' rn C 5 62 8' 8'--3 5 7= 7' ---- a 6 D P w m 1
-r1 s 1 N m 35 F 47' 8' g' 70 7= 7 -- - r. 19, '� 12 v a 7 0 PLAN 2 w
1 �+ Y 51'8' 8' 61 7= Q 7 1— I 0 �, 0 m PIAN 2m Q ' rn O
-o 43 w D 14 N PLAN 2 rn 15' PLAN 2
D �� D w , 2 7 0 W 2 19 , D —� � _ ,9 16 1
< ; O a 3 4 3 3 J`n 27 PLAN 2 w ' PLAN 2 I 19 PLAN 2 § PLAN 2
1 37 -� PLAN 2 PLAN 2 m n rn 2 8= - m I m rn - ----- ----- N 4,--- 5, 35'
M 5 OUTLOT,, rn - w. _ PE rn 1
_____ 67 66 WALL -
� 25 BUILDING 0 � � 1 � _
1 1 SET BACK FROM S _
c�
1 8
� 1 PERIMETER WALL S � � 56 35' 10' INvr 48' � ,D v ' 1
T1, 21
----- -------- ------
1 Q �I 35 56 �/ w w 19= w 20 5 PLAN w UT�OTC _ o _
II ► ' T _ rn PLAN 2 9' PLAN 2 rn
' ' - ----------------------- --------------___ 35' + ---- ----- = 7' 6 ' / 33' 67
1 10 1 ' ------------------- -- 35 --�- 19 0o ----- 2�' 1
�o� --�__ �5 D 8 5 -
I 123' 35 ------ -�_ -------------------------------------- ----- 0 UTL T I �' y
rn ' __ _
35 OUTLOT 0 O�TL,�� IROAD62PLAN 2
124' T P ! PRIVATE .o ,
11 ' I 59 60 26
z 8' 62 62 8 60 co 5 33' 7' 59 ----- ----- D
z 84
,o
� 26, ----- ----- ----- 8 55, � Q 1157 7' N - 59 7' ----- a 10' � � � ' � 1
1 112, 14 O rn PLAN 2
O � 25 �, 4 8 D �, ! Q -o I �, W 6 9 , 3 LAD 7 6 c 7 7 . - C '
L4 I 63' 1 D y 4 7 tr , _ y N a' D _ D 6 8 N 2 � 9
40 _ �, 5 4 W C I _ 6 2 11 PLA rn �, PLAN 2 rn
0 1 1 PLAN 2 P LAN 2 rn PLAN 2 z I PLAN 2 P LAN 2 rn PLAN 2 13
I , P LAN 2 rn rn 15 rn rn
68 I IV 0 (� I 1 1 rn �' 1 58 0 -_ - 33,
1
LU
Z N 1 0 � 1 D 0
5 � —� � c� 11 Q D 1
Q, 1115 1 ,> 9 55 00 I 61 70 v 78
�� D ' 46 49 4 D 53 ! D ► 3' PLAN 2 D ' 67 N C w 75 PLAN 2 m _ 83
I 64 1 41 W> 2 rn P LAN 2 6 3 w 2 � J P LAN 2 rn —� O.m PLAN 2
rn PLAN � 2 � I o �w � PLAN N - r—
P LAN 2 rn _ P LAN 2 P LAN W 11 M _ rn _ -_---
+ $, ' PLAN 2 rn PLAN 2
1 x i 7� 6' 4' 4 5' 10' 12� 7� 7' r'' 7 6,
M i ----- 7' 7, ---- 15 ----- 7= ----- ARAGE GARAG ,1 7 8 '
- -- - ---
' ---- ----- 7 S5 43'
rn G) I 64 7 59 8 5 1 = 7 4' 5 5 35' 36 c�
1106 I
1 � 86' � � � 35 35 v 29 24 n a . � '
Z D w W w rn 6 7'
I w 0 UTLOT N w 48' I -1 m m v' rn 5, rn - 8 2
C i rn w GARAGE 2 O U T L O T L 7 1 7 9 48' 48'
I PERIMETER 4 2 5 I G RAGE 4 4 = 8' 48' 2'
1 z WALL 1 4 2 GARAGE GARAGE PLAN 3 U:
1 6 ' RAGE GARAGE GARAGE GARAGE GARAGE GARAGE , 8 GARAGE , GARAGE GARAGE 7 4 PLAN 3 5' 8'
I 1 GARAGE GA 6' 6' I 5 /, r v� 00 6 6 8' PLAN 3
LAN 300 6 9 � GARAGE GARAGE GARAGE 8 g 0 51
8 1 2'
w P 44 6 6 656 I ' S,9 6Q , 644 65 PIAN 3 - PLAN , 72 73 3' 5' PLAN 1 � ,
4 3 s 506 51 5 2 PLAN 2 4 4 P N 1 W PLAN 1 W _ 6
S 4 5 1 P N 1 PLAN 1 g= I PLA 2 PO
436 w _
-0 51 Ln PLAN 1 P LAN 1 .� P N P LAN 1 N PLAN 1 P LA,N 1 PLAN 1 4 4 w PLAN 1 PLAN 1 ,
PLA 1 I 25' 25 25
1 ' cn 27' 27' 1 g' 18' ,
I°D i 27' _ 26' 22' 23' 19' 19 1 ,9 18' 17' 9= 35' 37' 47 47
1 �18 18 47, 18 18 47' 25 25 1 1 g' 43' 35' 35' 48 4 PERIMETE WAL
I -� v 78'1 49 47 50 I 47 4 43 43 43 4
M - F 1. t
III t f t _T ............ --------------- .................
�l
�7 I T_
10.0 LE I
M ESMNT 10.0 LE ESMNT
' I b
Y VOf IOh 4P OOt M 4P JO[AL 001 W.l00 Dd IOM1 i00 80t....
VL 100 OOf 51VL 100 OOf IOM1 W OOC d6 OP SOC Od W.]09 001 100 fYV WL 700 00f WV VOL Y00 00!H4M1 IOP 00[d6 W A4 OP 100 Od VOI AQ 001 S00 M1N OOL>DO OOL 100 NP OOL 46]O[IN OL 1
3 SCALE: 1" = 40'
ESMNT 0 - _ k GRAPHIC SCALE
<� I -
cD 0 20'
1
0
< 5
_ — —
XX
b,
< — ti x
,
I EXISTING • i „ 4
_ I 47 R 1 ,
ULTIMATE R/W
O =
--------------------------- -------------------- ------------------------------------
R]OC dM1 OV 00G N0 Od 1M]00 001 NP1>DO 00!LIPL 100 OOt WL 100 OOL OOL _____----_-- �
B RYAN AVENUE
-------------------------
L-FUTURE
_____-- _____—____ kf 3MR ;
- --- ------------------
FUTURE MEDIAN I a u 1
FUTURE STRIPING I '
f 1
I
w � 1
I SE COR. SECT. 32, T12S, R19E, M.D.B. I 1
& M. FOUND BRASS CAP IN ASPHALT AS I
PER CORNER RECORD 7173 FRESNO
I I COUNTY RECORDS I
I 4' WOOD BARRICADE I �r j
—I M 1
Q 1— 1
x � n i
OUTLOT SCHEDULE: LEGEND: SITE DATA: PROP. PROP.
R/w 45� R/w
OUTLOT H & K FOR PRIVATE ROAD PURPOSES AND NOW OFFERED DEDICATION GROSS SITE AREA = 10.78 AC.
FOR PUBLIC UTILITY EASEMENT PURPOSES. BS BUILDING SETBACK
NET SITE AREA = 6.2 AC. 36'
OUTLOTS B,C,D, FOR PRIVATE ROAD AND PARKING PURPOSES AND NOW OFFERED
E,F,G,I,J, & M- FOR DEDICATION FOR PUBLIC UTILITY EASEMENT PURPOSES. OPEN SPACE = 30�
INDICATES STREETS PREVIOUSLY DEDICATED FOR PUBLIC USE q.,5' 18' 18' 4.5'
OUTLOT A & L FOR PARKING PURPOSES AND NOW OFFERED FOR DEDICATION COMMON OPEN SPACE = 42% OF OVERALL OPEN SPACE
FOR PUBLIC UTILITY EASEMENT PURPOSES.
PUBLIC STREET EASEMENT NOW OFFERED FOR DEDICATION
10:1 FOG SEAL 10:1
FOR PUBLIC USE. MAX 2� SLOPE: 2%SLOPE: MAX
DRIVE OVER CURB °d°
& GUTTER (TYP)
0.33' A.C. TYPE "B"
0.50' C.N.S. (95% COMPACTED 1.25' A.B. CLASS II (95% COMPACTED)
PRIVATE 36' ROAD
1NE AVENUE w NOTE: N.T.S.
JOSEPH w 1. REPAIR ALL DAMAGED AND/OR OFF-GRADE CONCRETE STREET
�a IMPROVEMENTS AS DETERMINED BY THE CONSTRUCTION MANAGEMENT ENGINEER
PROJECT SITE
w PRIOR TO OCCUPANCY.
W � Q
= z = 2. ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION SHALL BE
'— w PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED
z a z SURVEYOR. _ C R
W. HERNDON AVE.
L)I W F
3. TWO (2) OR MORE WORKING DAYS BEFORE COMMENCING EXCAVATION
OPERATION WITHIN THE STREET RIGHT—OF—WAY AND/OR UTILITY
W EASEMENTS, ALL EXISTING UNDERGROUND FACILITIES SHALL HAVE BEEN
y LOCATED BY UNDERGROUND SERVICE ALERT (USA). CALL 1-800-642-2444.
LF�G FPS w
F Q 4. THE RELOCATION OF ANY UTILITIES TO THE DESIGN ALIGNMENT AND GRADE TRACT NO. 5558
SHALL BE THE RESPONSIBILITY AND AT THE EXPENSE OF THE DEVELOPER.
y z NTS CONTACT TRAFFIC ENGINEER FOR FACILITIES; FIRE HYDRANTS WILL BE RELOCATED C.U.P. SITE PLAN
BY CITY FORCES. DEVELOPER IS RESPONSIBLE TO NOTIFY CITY WATER DIVISION
TO ARRANGE AND COORDINATE WORK. SUBDIVIDER
w. PALO ALTO AVENUE Z N l \NJ, , ;��c 1� . RIVERFRONT�VENTURES
ALABASAS
CALABASAS,CALIFORNIA 91302
(818)876-9500
Harbour&Associates D►TE:1-12-07 SCALE:11"= 40'
Civil Engineers REVISIONS
389 Clovis Avenue,Suite 300.Clovis, Califomia 93612 SHEET NO.
(559)325 7676 -Fax(559)325-7699•e-mail Stanley@harbour-engineering.co
1
VICINITY MAP OF
BY: 1
STANLEY W. HARBOUR RCE 36537 DATE
IN r) unn_nzR n_AaO