-
<br /> /i _ 209 -070- 17
<br /> N88 53 374.98'- �� \
<br /> \ X
<br /> �'OJJOIO- 15 � X--
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<br /> coN N rJ ) ) r )
<br /> zl 20,153 SF± 18,145 SF± 16,834 SFf I z /
<br /> El xl�
<br /> N88°53'33"W 158.36' x N88°53'33"W 348.87' J
<br /> x
<br /> 00- PARCEL 'A'
<br /> NASERGHOLI AVENUE
<br /> NASERGHOLI AVENUE
<br /> r_l
<br /> 46' 50' 50' b 5' ool 00,
<br /> �j1 R-10 � °' fl / s \ L
<br /> 143
<br /> 88 _T 5,456 SFf 12 I I T
<br /> r�, � ,l� , �OJJO❑J �� ��' ° 142 5� 1�
<br /> L
<br /> � � � �o a � 37 0 36 0 35 0 34
<br /> A 117 0111 O M�J k r r J 1 //� / / 5,456 SF± 0 5,711 SF± 5,279 SF±� 5,253 SF±� 5,69110 SFf II 4
<br /> I 141 �� 51 a, I I 7,653 SFf
<br /> � � 0 6,655 SF± I I
<br /> 5,736 SFf 52 �_ 54' R/W �5'
<br /> 100'
<br /> N44 58 43 E % / ro- �' 5,368 SFf 55 50 50
<br /> 18.75' i' �9JF, �� 140 �° �� 53 'oma_ 105' 105'
<br /> 9i 5,368 SF± 41 I o 5 0
<br /> � 5,052 SFf 0 38 0 33 o LO
<br /> N34°33'56"E / / F` O,' oma. � L I "' 5,001 SF±
<br /> I f
<br /> 42.83' \ o°' �� 5,250 SF± 5,250 SFf 1 100'
<br /> PARCEL 'B'
<br /> 139 `'� 54 '`��- 1�� 105' 105' 54' R/W
<br /> 50 1
<br /> 5,050 SFf 6,741 SF± I 6
<br /> I \ 2b o
<br /> �o �� 55 ��, 7,587 SFf o 39 cD 32 I I Ln 5,001 SFf LO
<br /> \
<br /> 138 `�r'- 5,250 SFf 5,250 SFf I I
<br /> LF
<br /> 5,050 SFf 6,382 SFf 105' 105' I 100
<br /> I / /cd-' / / / \\ \ O, >>j, p�5 114' I - J
<br /> 56 �, 0 40 0 31 II 1 6 7 0{
<br /> 5,694 SFf �' -0 �? �' o
<br /> ` \ %y 49 � L0 1 5,001 SFf
<br /> ��? \\ �o� 5,343 SF± 5,250 SFf 5,250 SFf 1 11 100'
<br /> \ Xv}�P�� `\ \ 57105 105 o
<br /> oNFggTy00��, / o`° "o // \ \\ `\ p 5,050 SFf 60 100' _T
<br /> SF 48 o w 41 30 i �, 0 8 T
<br /> LO LO CD o o I 5,001 SFf
<br /> 58 h° �° 45 5,000 SF± 9�45,250 SFf 5,250 SFf J w 100' I I I
<br /> 5,050 SFf �� 9,790 SFf F-+ 105' 105' 9 I
<br /> 44 100' � / �
<br /> / N o 47 o Q 42 b �� 0 9 ± o I
<br /> 8,087 SFf Ln LO o I
<br /> / , �oj. 5,000 SFf Ln - 5,001 SF
<br /> zo // O \ \ 5,250 SFf 5�105SF± / 100'
<br /> / / \ 105' / ' /
<br /> 137 `\\ ��\ 43 X50 66 100' 55' 50' 50'
<br /> 5,050 SFf `\ \\ \ LO
<br /> 7,050 SFf o� N o
<br /> 10
<br /> TRA
<br /> r
<br /> hp \ \ \\ LO
<br /> 5,001 SFf 1 �lr�❑ 1 J 607
<br /> 136 \� `�\ `� 6, 46 � � 25 0 26 0 27 0 28 � 100 � I r, ) �
<br /> P,
<br /> 209-070-
<br /> r r .0 5,050 SFf \ \ \ 9,618 SF± 0 0 0 1�1 r 1 r>-13 O R H O O O
<br /> ��. N, 2 O J-O 1 O- 2 J I / / 5,479 SFf CD 5,000 SF* 5,000 SF� 5,479 SFf i
<br /> ❑�J R 1 S r11�1�� ���lJ lel r r�'S / 135 �° `�\ �� `\\ -� � / ,' � 11 �I J1�117
<br /> ho \ \\ \ so / 5,479 SFf
<br /> 5,050 SFf ,o� \\ \ \\ �I r�/� po- 124 / /
<br /> \ 1 17 1 T T 45' 60' / 50' 45' �' 90' X fl fl
<br /> L hp 59 `\ \\ `\\ OCJ�'j, 3 R log �pp0, R 10 ,��� z
<br /> ��. .1\1. 209-070- 28 r�� I 134 ho 5,050 SFf 1 z
<br /> � ) �- 5,070 SFf ,o , PAS UA GLEN PASQUA GLEN
<br /> 11\1 O❑r 1�1❑1 O H r R jN_,/ 1�1 O r/ °�I 60 ho \\ Q _ / W o w I I
<br /> `J \ \ / cn
<br /> 5,050 SF± R=10 000 -
<br /> �, 50' 50; 90' o 90' X
<br /> 61 r, 22 12
<br /> ` `\ / / 54' R/W 5,479 SFf
<br /> � 5,050 SFf � \\ \\ / 5,479 SFf
<br /> o //24 0 ,/ 23 0 100' 100' - - -
<br /> 62 ' co
<br /> h `\ \\ `\ 51,250 SFf / 5,250 SF± 100
<br /> 5,542 SF± \\ \ 0 13 o N
<br /> \ ;Qc�� \ PARCEL 'C' / / cD 21 0 c) C,
<br /> 77'R-SQOp, \\ } ���?\ \\ / / 5,000 SFf w 5,000 SFf w -
<br /> I 63 \ \ \ / 50 50 100 w loo,
<br /> - I
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<br /> \ \ \ 150 �
<br /> 5,749 SFf '�'� \ ` \ / �! 14 00 \ I
<br /> o, 11,178 SFf p°` _ `\ ``\ `\ EX 40' I >>' 20 L Ln `LO Z ® I
<br /> o \ \ \\ DRAINACE 6,250 SFf - 5,000 SFf _ I
<br /> 76 75 IE ,
<br /> I 1
<br /> 64 � 8,140 SFf � 7,927 SF± � \\ `\\ \\\ I SEMENT I 100 100
<br /> 5,626 SFf 19 0 015
<br /> 0 ® \
<br /> LO
<br /> 101' , 110' 91' \ \ \\ I` 5,000 SFf Ln Ln 5,000 SFf \
<br /> i
<br /> 65 77 50' 50' 50' 101' 101' `\\ `\\ \\ \\ 100' 100' /
<br /> 27' 8
<br /> 5,480 SF± o '�L� ►� 78 0 � � - - - -
<br /> cD CD Ln
<br /> CO Ln Ln Iv- 5,050 SFf ` \ ` - - - - - - o 16 0
<br /> 5,050 SF± \ \ \ \ - - � - _ LO
<br /> 101' 101' 101' \\ \ \�\ 5,060-SFH - - - X�
<br /> 66 50
<br /> \ 100' °
<br /> ` X
<br /> 5,480 SFf ;n o 73 0 0 79 0 ` ` ` - - - - - - - _ _ _
<br /> r - -1~ \ 68 69 70 71 5,050 SF± 52' R/W 5,050 SFf \\ \\ \\ b - -N- - - -r \
<br /> �OJJO BOJ 1 5 o 5,000 SFf \
<br /> 101' 101' Q 1
<br /> Lo O o \\ `\ \� 100' \
<br /> ST
<br /> r 101 7,348 SFf 7,412 SFf 7,547 SF± 7,682 SF± \
<br /> G O L O r 1\1 S 1 r/ J r °O ZN 5,250 SFt� \ \ \ \
<br /> J 1�J��r S71�/1 r 1�17S 11 o 67 ul) 72 80Ln
<br /> I
<br /> 0 6,379 SFf `n "' 5,534 SFf 5 534 SF± Ln `\ ` `` cD CD
<br /> CD `� 0 18 LO ° \
<br /> zl 90' 65' 50' 50' 50' 91' 0� ��0 91' 50' 5,00000SF± l /
<br /> 'E' STREET �
<br /> L0 L0
<br /> w 1 45' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 45' oo \
<br /> 96 cD 95 94 cD 93 cD 92 cD 91 'D 90 'D 89 'D 88 cD 87 'D 86 cD 85 cD 84 'D 83 cD 82 0 54' R/W
<br /> 5,479 SFf 5,000 SF± 5,000 SF± 5,000 SFf 5,000 SFf 5,000 SF± 5,000 SF± 5,000 SFf 5,000 SF± 5,000 SFf 5,000 SFf 5,000 SF± 5,000 SFf 5,000 SFf 5,479 SF± 100'
<br /> CD 112 0
<br /> 62' R/W 55 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 55' w 5,000 SFf \\ \ �� \
<br /> w Q I /
<br /> 100' \\ } ���`•� \\ I \
<br /> 113 \
<br /> 97 98 99 100 101 102 'D 103 104 105 106 107 108 109 110 cD 111 6,854 SFf
<br /> 5,479 SFf 5,000 SF± 5,000 SF± 5,000 SFf 5,000 SFf 5,000 SFf 5,000 SFf 5,000 SFf 5,000 SF± 5,000 SFf 5,000 SFf 5,000 SFf 5,000 SF± 5,000 SF± 5,479 SFf
<br /> ` \
<br /> 0 45 50 50 50 50 50 50 50 50 50 50 50 50 50 45 JN;)
<br /> �o0p °� PARCEL 'D' \ \
<br /> 'B' STREET 114 I \ \ \ \
<br /> S
<br /> LO �a `90- 5,764 SFf I \ \
<br /> n°oo 45' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 115 �6
<br /> � 8,974 SF±
<br /> 116 ��_
<br /> I
<br /> 118 CD
<br /> 117 0-1- 6,775 SFf I \
<br /> 133 0 132 0 131 0 130 0 129 0 128 0 127 0 126 0 125 0 124 0 123 0 122 0 121 0 120 0 119 0 \ /
<br /> I 6,288 SF± �<
<br /> 5,479 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SFf 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,000 SF± 5,029 SFf \
<br /> I 83'
<br /> 55' L L L L � L L
<br /> 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' S1' 27 72'
<br /> PARCEL 'E'
<br /> N88°56'48"W 1189.98' °
<br /> x o \
<br /> INDEX OF SHEETS y \
<br /> IYX
<br /> o A. P ,IN, 209-08- 0- 35 o
<br /> TM-1 VESTING TENTATIVE SUBDIVISION MAP JA/1\1 J 0A/Q J 11\1 r 0 J 117 Y I 5,6\1\1 J O�\Q J 1 Jul r O J 117 Y + o \
<br /> \ o \
<br /> TM-2 PRELIMINARY GRADING PLAN r O l r r r O l�7�l❑7 I r 0 r r r DISTRICT �+ o
<br /> TM-3 PRELIMINARY UTILITY PLAN
<br /> TM-4 PRELIMINARY STREET LIGHTING PLAN
<br /> TM-5 PRELIMINARY PEDESTRIAN AND OPEN SPACE PLAN
<br /> TM-6 PRELIMINARY COMMUNITY EDGE MAP GENERAL NOTES: LEGEND
<br /> TM-7 PRELIMINARY WALL PLAN z z
<br /> 1. OWNERS DEVELOPER: SANIDHYA DHIR AND SOUTH ORANGE AVENUE, LLC AND - - SUBDIVISION BOUNDARY
<br /> TM-8 PRELIMINARY SECOND UNIT DWELLING PLAN OWNERS/
<br /> DEVELOPER:
<br /> HILLS, LLC AND SUNEHA HOLDINGS, LLC LOT LINE I 55' 50' 50' 50'
<br /> 11
<br /> TM-9 SCHEMATIC LANDSCAPE DESIGN-OVERALL LANDSCAPE PLAN RIGHT OF WAY
<br /> 2. CIVIL ENGINEER: CARLSON, BARBEE & GIBSON, INC.
<br /> TM-10 SCHEMATIC LANDSCAPE DESIGN-NEIGHBORHOOD PARK ENLARGEMENT 2633 CAMINO RAMON, SUITE 350
<br /> SAN RAMON, CA 94583 51 LOT NUMBER I COVERED COVERED
<br /> TM-11 SCHEMATIC LANDSCAPE DESIGN-PIPELINE CORRIDOR TRAIL ENLARGEMENT (925) 866-0322 I o PATIO o 0 o PATIO
<br /> C14 C14 C14
<br /> CONTACT: TERRY REEVES 55' LOT DIMENSION
<br /> 3. TOPOGRAPHIC SOURCE: GEOMAPS, INC.
<br /> 3362 MATHER FIELD ROAD I
<br /> R-VL RANCHO CORDOVA, CA 94583
<br /> (916) 331-9133 PARCEL SUMMARY
<br /> R-VL I
<br /> 4. CONTOUR INTERVAL: 1 FOOT I o 0 0 0
<br /> PARCEL AREA
<br /> 5. ASSESSOR'S PARCEL NO.: 209-07-023 PARCEL 'A' 2,406 SF±
<br /> 10 2-STORY 5' 2-STORY 5' 2-STORY 5' 1-STORY
<br /> R-L 209-07-024 PARCEL 'B' 2.32 AC± MIN MIN MIN MIN
<br /> 6' PUE I 5' 5' 5'
<br /> 6. SITE AREA: 35.83 ACRES± PARCEL 'C' 4.71 AC± I MIN MIN MIN
<br /> 7. EXISTING LAND USE: VACANT PARCEL 'D' 1.16 AC±
<br /> PF PARCEL 'E' 5,458 SF±
<br /> 8. ZONING: RESIDENTIAL- LOW
<br /> RESIDENTIAL- VERY LOW
<br /> PUBLIC FACILITIES LAND USE SUMMARY
<br /> R-L I
<br /> 9. MASTER PLAN DESIGNATION: RESIDENTIAL-LOW ( z PORCH z PORCH z
<br /> RESIDENTIAL- VERY LOW LAND USE ACRES z z � Z PORCH
<br /> PUBLIC FACILITIES RESIDENTIAL-VERY LOW DENSITY 1.50 N o N o N o
<br /> - - - - - N - - - - - - -- - -- -CN
<br /> - - - - - -
<br /> 10. NUMBER OF LOTS: 143 LOTS RESIDENTIAL-LOW DENSITY 29.62
<br /> PUBLIC FACILITIES 4.71
<br /> ZONING MAP 11. NUMBER OF PARCELS: 5 PARCELS
<br /> TOTAL 35.83
<br /> 12. MINIMUM LOT SIZE: 50' x 100' TYPICAL LOT DIMENSIONS
<br /> 13. UTILITIES:
<br /> '\7 r\ ��__BRANT SINE GANA� _- WATER: MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT NOT TO SCALE
<br /> > \-� o, SEWER: MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT RESIDENTIAL DENSITY CALCULATIONS
<br /> `� ° STORM DRAIN: MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT
<br /> OONSR�OOPOOUNSV LI R�FR
<br /> ELECTRIC: MODESTO IRRIGATION DISTRICT
<br /> TELEPHONE: AT&T LAND USE #OF LOTS ACRES DENSITY ALLOWABLE DENSITY
<br /> CABLE: COMCAST VERY LOW DENSITY 3 1.50 2.0 DU/AC 1-2 DU/AC
<br /> y t KELSO RD GAS: PG&E LOW DENSITY 140 29.62 4.73 DU/AC 3.75-4.75 DU/AC
<br /> �cr _ VESTING TENTATIVE SUBDIVISION MAP
<br /> 14. ALL WATER, SEWER, AND STORM DRAIN WITHIN PUBLIC STREETS ARE TO BE OWNED AND
<br /> a MAINTAINED BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT. RESIDENTIAL LAND USE SUMMARY
<br /> L i
<br /> oyl/moo a -
<br /> BETHANY RD "r 15. PROJECT MAY BE DEVELOPED IN PHASES.
<br /> T CT 4040
<br /> LOT#S MIN. LOT WIDTH MIN. LOT SIZE #OF LOTS PERCENT
<br /> 16. THE PROJECT IS IN FLOOD ZONE DESIGNATION X (AREA OF MINIMAL HAZARD) PER FIRM
<br /> _ „ J 06077C0570F, EFFECTIVE DATE OCTOBER 16, 2009. o
<br /> „ ;„
<br /> 1-3 75 15,000 SF 3 2/
<br /> SITE GRANT LINE RD 17. PROPOSED GRADING AS SHOWN IS PRELIMINARY, FINISH GRADING IS SUBJECT TO FINAL 4-143 45' 5,000 SF 143 98% NEIGHBORHOOD 'A'
<br /> DESIGN.
<br /> VON SOSTEN RD
<br /> I � 18. MAXIMUM CUT AND FILL SLOPE IS 2:1.
<br /> MOUNTAIN HOUSE SAN JOAQUIN COUNTY CALIFORNIA
<br /> 205 19. UTILITIES ARE TO BE USED AS A GUIDE. FINAL DESIGN IS SUBJECT TO MODIFICATIONS. NOTE: -
<br /> �> PLAN MAY BE MODIFIED AS PART OF SUBSEQUENT SCALE: 1" - 50 DATE: MAY 13, 2022
<br /> PREPARATION AND COMMUNITY SERVICES DISTRICT
<br /> o0
<br /> of 580
<br /> 'lis
<br /> ¢�N APPROVAL OF IMPROVEMENT PLANS AND WILL NOT HEETN .
<br /> Lp
<br /> Af
<br /> REQUIRE PLANNING COMMISSION AND COUNTY BOARD SAN RAMON (925) 866-0322
<br /> OF SUPERVISOR APPROVAL. THIS WILL NOT CHANGE c
<br /> ROSEVILLE (916) 788-4456
<br /> WWW.CBANDG.COM
<br /> TM- 1
<br /> VICINITY MAP THE TOTAL NUMBER OF BUILDABLE LOTS AS APPROVED
<br /> ON THIS VESTING TENTATIVE SUBDIVISION MAP. 0 50 100 150 CIVIL ENGINEERS SURVEYORS PLANNERS OF 11 SHEETS
<br /> 1:03-1801ACAD1TMITM-01.DWG
<br />
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