GENERAL r O1�I NI r R CIII I
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<br /> N ,2 W Q KELSO ROAD N _
<br /> \ SITE DE"NZ"
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<br /> 55 25 _...:... .._ . o
<br /> W GRANT UNE RD W GRANT NNE RD
<br /> 40' 40' 25' 55' 55' 55' 48' g' 68' Q / o
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<br /> Ro
<br /> ALTAMDNTQ
<br /> 25' 0 1 2 3 � 4 5 6 7 8 68, a
<br /> P 53.5 P 53.2 P 52.9 0O o � o '� 9 RIGHT OF WAY
<br /> EASEMENT P 52.9 P 53.0 P 53.0 o P 52.7 P 52.9 0 r r r z=
<br /> 5,883 SF 5,885 SF 6,627 SF g0' 6,514 SF 5,638 SF 5 638 SF 5,638 SF 5 724 SF P 53.2 10 68 DEDICATION r r lel r R_A\L r O1�/I M r R CIA l
<br /> 6,306 SF 11
<br /> P 53.2 o w
<br /> 6,347 SF P 53.2
<br /> 6,424 SF 1 2 Sg /
<br /> I I 9' 46' 55' 50' 50' 55' 55' 55' 48' 7' 55' �
<br /> 15 SD ® VICINITY MAP
<br /> N $ w 1s w 'C' STREET 55 6 537 SF '° �, i
<br /> SS P 5�7 69� / `� NOT TO SCALE
<br /> `� SS 6,684 SF o, /
<br /> 65' 60' 55' 86' 86 28' 30' 14
<br /> 60 72 74 SS 6,856 3.0E �>
<br /> I o P53.3 P53.5
<br /> 48 49 � 50 � 6,517 SF 6,517 SF LU
<br /> w 73 _ 'S�' 15
<br /> P 54.0 P 53.6 P 53.3 I 101' P 53.4 P 53.6 o SS 6 P 53.3
<br /> 790 SF �9 `
<br /> 0 7,968 SF 6,000 SF 6,952 SF 101' 6,936 SF 6,587 SF
<br /> W 61 71 cf) 75 �s
<br /> 60' 70' W P 53.7 � P 53.8 �, \
<br /> 100' 110' 5,555 SF 5,555 SF Ln Im 65' 55' 12,199 SF SLS P 53.5
<br /> �, r, 47 51 W 101' �� ss 2' 7,966 SF moo, '�s
<br /> N P 55.1 LCA P 54.0 L Q 101' cNn 62, s /
<br /> 00 5,517 SF 6,129 SF 6r) Ln 70 � `�° 76 131 \
<br /> . G 81 �� P 54.6 >>
<br /> I I W 110' "' P 54.1 LO � P 54.1
<br /> W A.�100 52 5,555 SF 5,978 SF - P 54.1 9,348 SF
<br /> �F V � o
<br /> o � N 101' 12 946 SF �� 77 17
<br /> Ln P 55.5 Ln P 54.3 - 101' �° oma_ P 53.8
<br /> � 5,500 SF 6,083 SF � °O � 63 � 69 � � 1�5 55 0 78
<br /> 5,580 SF P 54.9 �'� 15,092 SF
<br /> � .
<br /> 100' P 54.5 P 54.3 `j P 55.2
<br /> L�
<br /> 45 53 6,001 SF 7129 SF �5 79 5,555 SF 5 rk�
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<br /> P 55.9 Ln P 54.7 U 52' oma. P 55.2 26 72�,
<br /> 5,500 SF 6,162 SF 104 112 �� �� 80 5,555 SF �1 L� 18 /
<br /> CTI 16A I A 114' 64 P 54.9 SS P 54.1
<br /> 100 o P 54.9 N O 6,542 SF 7,896 SF/
<br /> 44 54 6,444 SF P6o6 ��' s_ 55 �� 19
<br /> Ln P 56.3 Ln 5 500 SF "' P 55.0 7,330 SF 5� ` `� 55 >>o P 54.4 X05
<br /> 6,521 SF 101' �. s �r S 6,197 SF
<br /> 36.5' 43�5' �
<br /> 124 65 ss_ 1�5 20
<br /> 100' 7 �� �� P 54.7 j / /
<br /> 55 P 55.5 6 6,488 SFS / o /
<br /> 43 o, 6,641 SF P 54.9 c�5 21 00
<br /> P 56.7 P 55.3 7,884 SF �� P 54.9
<br /> 5,500 SF 6,987 SF 38 112 22 6,270 SF - 'c0
<br /> 100' 60. X00 5
<br /> I � 100' �_ 6 050 55.0
<br /> F
<br /> z 42 66 �� 23 '
<br /> Ln P 57.0 L" 9177 SF S 6,050 �F
<br /> p 5,500 sF P55.6 S �� 24
<br /> U 10,572 SF c� 6- P 54.7
<br /> UO Z 100' Icp 25 6,270 SF
<br /> `��, `PJ' S� ���. P 55.0 RIGHT OF WAY
<br /> oI P414 5� 57 6,316 SF DEDICATION
<br /> WI
<br /> Q 5,500 SF > > 26 \
<br /> � 0 ��. 6 995 SF 5�P 56.7o� 6 300 �F 5
<br /> Q �� 27 5 r�rJ
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<br /> I z o 40 100' �J 58 P 56.4
<br /> Q Q �. P 57.1 37- 6,336 SF
<br /> n � P 57.8 Ln 6,023 SF cel 28
<br /> 5,500 SF �
<br /> LEGEND
<br /> P 56.4
<br /> cP� 7,320 SF W \ \
<br /> N 100' 59 5`' / 1 C,O P 68.0 PAD ELEVATION
<br /> P 58.0
<br /> °O 39 9,157 SF �L / \\ \ 1 - - BOUNDARY LINE
<br /> co
<br /> P 58.2 �ti
<br /> 6,854 SF 9 �� \ \ \\ - - - - - - - - EASEMENT LINE
<br /> 9 `� - \ LOT LINE / RIGHT OF WAY
<br /> 67' 18' � � � 29
<br /> P 56.8 \ \\ \ D STORM DRAIN
<br /> �O 7,031 SF o \ \ \ W WATER
<br /> 30 /�� s' \ \\ \
<br /> P 57.2 SANITARY SEWER
<br /> 67' 18 37' 31 >>� 6,384 SF EXISTING STORM DRAIN
<br /> P 57.6 \
<br /> 38 0 6,821 SF W EXISTING WATER
<br /> o P 58.8 `" �. \\ \ S EXISTING SANITARY SEWER
<br /> I Ln 6,456 SF 32
<br /> I \
<br /> 100' P 57.9 / \
<br /> 7,860 SF h� \
<br /> 37 \
<br /> RW RW
<br /> P 59.2 Ln Ln \
<br /> 5,500 SF 33 / 43.5
<br /> 43.5' /
<br /> 100' 14,398 SF `'� / 30
<br /> I tip`
<br /> I `� \ i 2, 15, 15, 2, 5, 4, i
<br /> 36
<br /> Lfo P 59.5 c / RIGHT OF WAY '�� \ LS S/W
<br /> 5,971 SF DEDICATION \ GENERAL NOTES
<br /> 117 \ VERTICAL OR ROLL
<br /> TYPE CURB AND 1. OWNER DEVELOPER: SUNCHASER REAL ESTATE ONE, LLC.
<br /> 27. 2%_ 2260 DOUGLAS BLVD, SUITE 240
<br /> ZD cut) P 59 8 ® \\ GUTTER (TYP) OWNER/
<br /> DEVELOPER:
<br /> 6,912 SF / \ III=III- ROSEVILLE, CA 95661
<br /> U 134' , II - - -� -� II II II II 1- (916) 773-1101
<br /> Q \ \\ _ _ _ _ CONCRETE SIDEWALK
<br /> _ , CURB DRAIN AC 2. CIVIL ENGINEER: O'DELL ENGINEERING
<br /> 34 s \ 4" (TYP) AGGREGATE BASE 6200 STONERIDGE MALL RD, SUITE. 330
<br /> P 60.3 PLEASANTON, CA 94588
<br /> �0 8,645 SF / \\ SECTION A (925) 223-8340
<br /> \ NOT TO SCALE
<br /> 3. ASSESSOR'S PARCEL NUMBERS: 256-520-01
<br /> I 4. SITE AREA: 20.29 AC
<br /> / \ 5. EXISTING LAND USE: COMMUNITY COMMERCIAL VACANT LAND
<br /> 6. MASTER PLAN DESIGNATION: COMMUNITY/COMMERCIAL
<br /> 7. ZONING: COMMUNITY/COMMERCIAL
<br /> 8. PROPOSED LAND USE: RESIDENTIAL LOW (R-L)
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<br /> 9. NUMBER OF LOTS: 81
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<br /> 10. UTILITIES:
<br /> SANITARY SEWER: MHCSD
<br /> WATER: MHCSD
<br /> STORM DRAIN: MHCSD
<br /> TELEPHONE: AT&T
<br /> GAS: PG&E
<br /> I ELECTRIC: MID
<br /> I T Ls�
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<br /> NOTES:
<br /> 1. FOR MAJOR AND MINOR SUBDIVISION APPLICATIONS, THE SIZE OF INDIVIDUAL LOTS
<br /> MAY BE BY TABLE REDUCED
<br /> U31E0.3M FOR OTHERRCENT AREAS(AS PEOF THE R 9.310.3M II^LOT SIUM ZE.SIZE REQUIRED
<br /> TENTATIVE MAP
<br /> � - - - - - - NEIGHBORHOOD H
<br /> I 2. MINIMUM LOT WIDTH FOR INDIVIDUAL LOTS MAY BE REDUCED FIVE (5) FEET FROM
<br /> I I THE REQUIRED MINIMUM, PROVIDED THE AVERAGE LOT WIDTH IN THE PROPOSED
<br /> I SUBDIVISION IS AT LEAST EQUAL TO THE MINIMUM LOT WIDTH REQUIRED AS PER TRIMARK C
<br /> 9-310.4M LOT WIDTH.
<br /> _ MOUNTAIN HOUSE, CALIFORNIA
<br /> 1co
<br /> 0' 60' 180' 240'
<br /> I
<br /> -ENG1N -E -E � 1NG
<br /> - - Modesto Palo Alto Pleasanton
<br /> I
<br /> 6200 Stoneridge Mall Road, Suite 330
<br /> SCALE: 1" = 60' Pleasanton, CA 94588
<br /> DATE: AUGUST 31 , 2023 Ph 925.223.8340 odellengineering.com
<br /> T:\26917 NEIGH H COMM COMMERCIAL-MOUNTAIN HOUSEXAD\TM\TM NH H(C-C).DWG
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