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<br /> z - - - - - - - - -/- - - - - - - - - - - - - - - - _
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<br /> N ,2 W Q KELSO ROAD N
<br /> \ SITE "D
<br /> eEw
<br /> N �^ � �
<br /> 31: r w c 12 SS \ MAIN
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<br /> pQ = �W PRNAU
<br /> � ; _ r ew N
<br /> 12 / m env ep
<br /> `�' 15 638' 24
<br /> O
<br /> S$ u"scoT e w
<br /> - - - - 7' I t 2'
<br /> 55' 55' 20' W GRANT UNE RD W GRANT NNE RD
<br /> 40' 40' 20' 55' 55' 55' 55' , 64' 34 j,
<br /> 3 68 ,
<br /> 25' 1 2 N L(7 LCA cn
<br /> 6�, / ALTAAIONTR
<br /> CD 00 3 4 5 6 7 8 9 , a
<br /> EASEMENT P 53.5 P 53.2 P 52.9 P 52.9 o P 53.0 o P 53.0 P 5 2.7 0 o N RIGHT OF WAY
<br /> 5,883 SF 5,885 SF 6,092 SF 6,022 SF 5,637 SF 5,637 SF 5,637 SF P 52.9 � P 53.2 0 10 N 68 DEDICATION rr r[� \� rJJ�/Jl�ilr�'rJr�L
<br /> gp' 5,637 SF 6,205 SF P 53.2 11
<br /> I w�
<br /> \ \
<br /> 6,272 SF P 53.2 / \ s
<br /> 6,308 SF 12 68' , \\
<br /> 55' 55' 45' 45' 55' 55' 55' 55' 55' P 53.0
<br /> I 15 SD 15 SD 55' �
<br /> 5s
<br /> 'C' STREET ' 6,377 SIF �0 13 9 VICINITY MAP
<br /> 12 SS 12 SS c\j S 6 483 SIF 9 0 // \\\ NOT TO SCALE
<br /> 8w 8w s
<br /> 70' 60' 50' 14
<br /> 85' 85' ' P 53.0
<br /> 61 73 57 93' Ss, 6,897 SIF
<br /> I n P53.3 � P53.5 r, N�O 15
<br /> 49 50 51 5,952 SF 5,952 SF W SS P 53.3
<br /> P 54.0 P 53.6 P 53.3 � 100' 100' W 74 75 ��9' 6,218 SIF
<br /> I 7,994 SF - P 53.4 co J o, 16 \
<br /> 0 6,000 SF 6,452 SF � � � 8,030 SF � g 857 SF �
<br /> I
<br /> 53.6
<br /> °° W 62 72 cn ' 76 s s P 53.5 �6+
<br /> 'n 80' 60' LU 65' P 53.7 in Ln P 53 .8 � P 53.6 11,508 S 5,833 SF
<br /> 100' 105' 5,900 SF 5,800 SF _ F d SS
<br /> cn Ln48 52 U j 100' 100' 67' 66'Ln
<br /> I �, � 5 5175 SF Ln P 54.0 Q L � s9' �'' > 17
<br /> 5,833 SF 63 71 N N N 5a 77 P 53.7
<br /> 105' 82 7 9874 SF N 12,179 SIF o� \
<br /> 100' o� o \
<br /> W P 54.1 n P 54.1
<br /> � 47 53 �„ 0 5,900 SF 6,580 SF w P 54.1 60 78 moo.
<br /> U, m 100 L-n102' 12,415 SIF P 54.9 52'
<br /> I
<br /> ~ 5,500 SF 5,807 SIF P 54.3 0O C14 LOw N 5,902 SIF �� �
<br /> 17
<br /> 100' 106' 64 60 79 0. 6 /
<br /> P 54.5 0 70 C0- P 55.2 9 18
<br /> Ln 52' 6,156 SF P 54.3 5 65 80 moo. 6,000 SIF r�0 �� P 53.8
<br /> P 55.9 P 544 7 109' 7,572 SF P 55.2 SS �� �0 7 873 SF \
<br /> 5,500 SF 5,817 SF s_ 81 00 6,000 SIF ,�� 19
<br /> A -P
<br /> A 100 106' 65 o P 54.9 `b
<br /> I P 54.1
<br /> � mss, 6,461 SF 55 �0 5 936 SF
<br /> 45 � P 54.9 69 �1 60 ,
<br /> P 56.3
<br /> 55 7,135 SF P 54.6 �- 20 cP O�
<br /> LO P 55.0 6' 117' 7,391 SIF 55 >> P 54.4Ln p /
<br /> Ln
<br /> 5,500 SF 5,823 SF 5 �G S 6,488 SF
<br /> 36.5' 43.5' 100' 0 1�� �, /
<br /> 107' - 21
<br /> /
<br /> P 54.7
<br /> P 3 66 68 22 6,539 sF�
<br /> Ln44 � 56 P 55.5 P 54.9 55 >>
<br /> Ln P 7 "' `:�_118,856 SF 7,460 SIF o. P 54.9
<br /> 5,500 SF 6,072 SIF o1 23 6,129 SIF 6p
<br /> 100' 101' N1 \ti P 55.0
<br /> F-- 6 24 6,003 SIF 55
<br /> ~ Ln� P 57.0 67 i
<br /> >- z43 (51
<br /> z Ln 57 �� P 56.0 SS 6 050 �F 55 /
<br /> M 0 5,500 SF P 55.6 8,332 SIF �ti r�0 >> 25
<br /> 00 100 10153 SIF L �O �- P 54.7
<br /> U z o �o `� `' 26 6,270 SF 5� j
<br /> Q 42 Js ��. P 55.0 RIGHT OF WAY
<br /> 0' � P 57.4 56 58 27 6,343 SF 55 DEDICATION \
<br /> W �
<br /> Q 5,500 SIF P 56.7 `, rk od' P 56.0 \ \
<br /> Q0 100 �0 6,041 SIF 28 6,398 SIF 55 / r ��JI;
<br /> z - N 41 59 P 56.4
<br /> Q - P 57.1 29 57' 6,439 SF
<br /> 5,500 SF >>�,,6,054 SF �`' P 56.4 / � \ �� J LEGEND
<br /> 100' c�� 6,854 SF �. �� W \\ \\
<br /> N 60 �� r�GP / \ P 68.0 PAD ELEVATION
<br /> 40 P 58.0 �s v \ \ - -
<br /> m 11,537 SF BOUNDARY LINE
<br /> 5500 SF t-n `o , c , \ \ 1 - - - - - - - -
<br /> 100' �� Vi \ \ \\ EASEMENT LINE
<br /> SS 30 \ LOT LINE / RIGHT OF WAY
<br /> 39 P 56.8 STORM DRAIN
<br /> \ \ \
<br /> 0' P 58.8 c >> 6,810 SF \ D
<br /> 6,995 SF 6� 31 �� \ \ \ W WATER
<br /> i \ \\ \ S SANITARY SEWER
<br /> 13' 74 mos,16,439 SF P 57.2s \ \ EXISTING STORM DRAIN
<br /> 12' EXISTING WATER
<br /> I N P 57.6
<br /> , EXISTING SANITARY SEWER
<br /> 6,068 SIF
<br /> 13' 73' 33
<br /> 38 P 57.9 / \
<br /> ;L, P 59.2 7,946 SF / ; \ RW 43.5' RW
<br /> 6,229 SF
<br /> 43.5' 100' s- // / y� 30'
<br /> 34
<br /> P 58.2 c�J 2 15 15' 2' 5' 4'
<br /> LO 37 11,280 SIF / \
<br /> LO P 59.5 / RIGHT OF WAY \ LS S/W
<br /> 6,037 SF / DEDICATION \ � GENERAL NOTES
<br /> 120' / `\ VERTICAL OR ROLL
<br /> ��^� TYPE CURB AND 1. OWNER/DEVELOPER: SUNCHASER REAL ESTATE ONE, LLC.
<br /> cnLn 36 GUTTER (TYP) 2260 DOUGLAS BLVD, SUITE 240
<br /> 0 N 7112 2%2 %_SF `� // \\ =III=III- ROSEVILLE, CA 95661
<br /> \\ ii � -� IICONCRETE SIDEWALK
<br /> III I139 I 1- (916) 773-1101
<br /> N / CURB DRAIN AC 2. CIVIL ENGINEER: O'DELL ENGINEERING
<br /> I 35 �� // �s \\ 4" (TYP) AGGREGATE BASE 6200 STONERIDGE MALL RD, SUITE. 330
<br /> P 60.3 / PLEASANTON, CA 94588
<br /> 60, 7,742 SF // \ SECTION A (925) 223-8340
<br /> \ \ NOT TO SCALE
<br /> 3. ASSESSOR'S PARCEL NUMBERS: 256-520-01
<br /> 4. SITE AREA: 20.29 AC
<br /> / \ 5. EXISTING LAND USE: COMMUNITY/COMMERCIAL (VACANT LAND)
<br /> I / �
<br /> 6. MASTER PLAN DESIGNATION: COMMUNITY/COMMERCIAL
<br /> / 7. ZONING: COMMUNITY/COMMERCIAL
<br /> 8. PROPOSED LAND USE: RESIDENTIAL LOW (R-L)
<br /> I /
<br /> I / 9. NUMBER OF LOTS: 82
<br /> I /
<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 / LSA
<br /> I / l LLQ
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<br /> NOTES:
<br /> 1. FOR MAJOR AND MINOR SUBDIVISION APPLICATIONS, THE SIZE OF INDIVIDUAL LOTS TENTATIVE MAP
<br /> MAY BE REDUCED TO NINETY PERCENT (90%) OF THE MINIMUM LOT SIZE REQUIRED
<br /> BY TABLE 9-310.3M FOR OTHER AREAS AS PER 9.310.3M LOT SIZE.
<br /> - -
<br /> I I 2. MINIMUM LOT WIDTH FOR INDIVIDUAL LOTS MAY BE REDUCED FIVE (5) FEET FROM NEIGHBORHOOD H
<br /> I THE REQUIRED MINIMUM, PROVIDED THE AVERAGE LOT WIDTH IN THE PROPOSED
<br /> 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 /> 00
<br /> 0' 60' 180' 240'
<br /> I
<br /> -ENO 1N -E -Ef� 1NG
<br /> 4' - - Modesto Palo Alto Pleasanton
<br /> I
<br /> 6200 Stoneridge Mall Road, Suite 330
<br /> SCALE: 1" = 60' Pleasanton, CA 94588
<br /> DATE: JUNE 17, 2022 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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