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HomeMy WebLinkAboutAttachment 7 - TTM 34249 R13,432 3,276 3,677 4,343 4,314 3,898 3,465 3,286 3,575 3,397 3,221 3,505 3,415 3,462 4,649 3,420 3,181 3,325 3,059 3,235 3,426 3,390 5,828 3,918 3,155 3,896 4,105 4,297 3,751 3,754 3,784 3,412 3,572 3,797 3,420 3,678 4,887 4,582 3,752 4,062 3,922 4,929 3,491 5,028 3,576 3,155 3,588 3,476 5,914 3,279 3,950 4,247 4,334 4,259 10,130 12,738 10,489 9,267 7,968 7,500 7,500 7,500 8,473 7,500 7,500 7,750 11,741 7,225 11,347 7,540 6,600 7,200 7,200 7,520 6,600 6,600 7,412 9,017 8,702 13,052 7,294 10,990 9,971 9,443 7,978 7,064 7,050 7,020 7,049 7,549 8,091 8,019 10,873 7,736 7,408 11,521 9,407 7,656 7,242 7,200 7,200 7,879 7,267 7,533 8,499 7,595 7,200 8,774 10,752 8,832 7,836 7,464 7,500 7,500 7,500 7,978 7,333 7,933 8,051 6,690 7,031 6,463 6,219 6,077 8,959 6,939 8,893 7,202 7,260 7,429 9,926 7,584 7,200 LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 LOT AREA (SQ. FT.) 3,740 3,588 3,432 3,276 3,677 4,343 4,314 3,898 3,465 3,286 3,575 3,397 3,221 3,505 3,415 3,462 4,905 8,674 4,313 4,396 4,676 4,338 4,615 4,816 4,677 6,287 5,355 PAD AREA (SQ. FT) LOT WIDTH (FT.) 52 46 44 42 44 35 33 45 44 42 46 44 42 46 44 42 60 61 49 44 46 42 44 46 42 111 47 LOT # 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 LOT AREA (SQ. FT.) 4,786 5,012 6,487 7,105 6,918 6,446 5,705 4,747 4,297 3,751 3,754 3,784 3,412 3,572 3,797 3,420 3,678 4,887 4,582 3,752 4,062 3,922 5,325 3,491 5,028 4,328 3,155 PAD AREA (SQ. FT) LOT WIDTH (FT.) 43 45 44 36 36 39 41 46 60 55 57 60 55 57 60 48 46 37 33 44 41 44 108 44 94 68 40 LOT # 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 LOT AREA (SQ. FT.) 7,294 12,577 7,540 7,800 7,200 7,200 7,520 7,800 7,800 7,412 9,017 11,068 10,130 15,667 15,747 10,489 9,267 7,968 7,500 7,500 7,500 8,473 7,500 7,500 8,300 11,896 7,225 PAD AREA (SQ. FT) LOT WIDTH (FT.) 61 160 65 65 60 60 60 65 65 60 60 75 70 145 52 55 55 60 60 60 60 71 60 60 66 154 60 LOT # 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 LOT AREA (SQ. FT.) 14,624 14,625 12,165 10,699 9,180 8,195 8,101 8,046 8,045 8,509 9,061 8,978 8,734 8,490 15,063 9,566 7,656 7,242 7,200 7,200 7,200 7,879 7,267 7,533 9,274 7,595 7,584 PAD AREA (SQ. FT) LOT WIDTH (FT.) 102 102 100 90 67 60 60 60 60 62 61 60 60 60 133 61 58 60 60 60 60 65 61 61 65 62 61 LOT # 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 LOT AREA (SQ. FT.) 10,658 11,808 8,832 7,836 7,464 7,500 7,500 7,500 7,978 9,189 11,154 12,036 9,244 9,556 8,913 8,610 8,426 10,860 10,420 10,794 7,200 7,202 7,260 7,429 12,343 PAD AREA (SQ. FT) LOT WIDTH (FT.) 64 126 48 57 60 60 60 60 59 72 87 79 65 61 60 60 60 108 55 170 60 60 62 61 100 MDS File: 89492-TR34249-TENT-02.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:17:09 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 03.31.2023 06:51:26 PM Author: MDS Last Edit: 03.31.2023 06:52:01 PM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 PROPOSED STREETS 'B', 'C' (PRIVATE) SCALE 1"=10' (MODIFIED LOCAL RESIDENTIAL STREET) 1 ESM'T FOR PUBLIC UTILITY PURPOSES 2% 20.0' R/W 10.0' E'LY R/W W'LY 2%2% 20.0'6.0' 10.0' 4.0' SIDEWALK 2% 6.0'4.0' SIDEWALK PROPOSED STREETS 'A', 'D'-'F' (PUBLIC) SCALE 1"=10' 2%2% 24.0' 2%2% 24.0'6.0' 11.0' 5.0' 11.0' PROPOSED COTTONWOOD CANYON ROAD (EAST OF STREET 'A') SCALE 1"=10' (MODIFIED COLLECTOR STREET) SIDEWALK 6.0'5.0' SIDEWALK 11 LOT TABLE SUMMARY LOT TABLE SUMMARY CL 2% 18.0' 2% 18.0' 2% 7' 6'3' STORM DRAIN 2% 5.0' R/W RESIDENTIAL LOT PROPOSED ROLLED CURB 5.0' 2% R/W 5.0' P.U.E. SEWER WATER PROPOSED ROLLED CURB 46.0' CL R/W E'LY R/W W'LY CL SIDEWALK 5.0' P.U.E.SIDEWALK 6'3' STORM DRAIN SEWER 6'3' STORM DRAIN SEWER 7' WATER 7' WATER PROPOSED 6" CURB & GUTTER PROPOSED 6" CURB & GUTTER PROPOSED 6" CURB & GUTTER PROPOSED 6" CURB & GUTTER 2 9.0'9.0'EXISTING COTTONWOOD CANYON ROAD TO BE VACATED EXISTING COTTONWOOD CANYON ROAD R.O.W. TO BE VACATED 60.0' 40.0' 70.0' 48.0' 2 2 ACCESS AND PUBLIC UTILITY EASEMENT PURPOSES RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT (LOTS 1-54)(LOTS 55-133) 8.0'12.0' TRAVEL LANE 8.0'12.0' TRAVEL LANE 12.0'12.0'12.0'12.0' 2% 6.0' PROPOSED COTTONWOOD CANYON ROAD (WEST OF STREET 'A') SCALE 1"=10' (MODIFIED COLLECTOR STREET) SIDEWALK R/W E'LY R/W W'LY CL 9.0'EXISTING COTTONWOOD CANYON ROAD TO BE VACATED 70.0' 35.0'35.0' 9.0'20.0' 9.0'2.0'12.0' 20.0' 9.0'2.0'12.0' TRAVEL LANE TRAVEL LANEBIKE LANE BIKE LANE 2%2% JURISDICTIONAL AREA 15.0' PROPOSED RETAINING WALL EXISTING GROUND PROPOSED COTTONWOOD CANYON ROAD (@ TRACT BOUNDARY)(PUBLIC)) SCALE 1"=10' (MODIFIED COLLECTOR STREET) R/W E'LY R/W W'LY CL 20.0' 2.0'12.0' TRAVEL LANE 2% JURISDICTIONAL AREA 6.0' 2.0'6.0' BIKE LANE SIDEWALK 70.0' 28.0'42.0' 20.0' 2.0'12.0' TRAVEL LANE 2% 6.0' BIKE LANE 22.0' PROPOSED RETAINING WALL EXISTING GROUND 8"W 8"SS 8" W 8" S S 8"W 8"SS 8"W 8"SS8"SS 8"SS 8"W8"W 8 "SS 8"W SDSD1640 1610 1600 1590 1620 1630 1590 1600 1610 16 2 0 16 1 0 16 0 0 15 9 0 15 8 0 1590 1580 1570 1600 96 1560.9 78 1567.1 79 1567.7 80 1569.0 81 1568.8 82 1568.5 68 1568.7 67 1569.0 66 1569.0 65 1568.3 64 1567.8 63 1567.2 107 1560.7 95 1559.4 119 1570.4 120 1570.4 121 1570.2 122 1570.0 123 1569.7 125 1569.1 126 1568.8 127 1568.3 133 1590.5 108 1561.6109 1562.6 110 1568.5 111 1568.5 112 1568.6 113 1568.9 114 1569.1 115 1569.4 116 1569.7 117 1570.0 118 1570.2 120'65'120'65' 50'13'120'7'53' 91'119'60' 113' 75'116'51'118'118' 7 0 '17 ' 7 7 ' 18'68'43'23' 29 ' 60'125'66'125'60' 154' 121' 32'8'15 ' 4 5 ' 121' 5 5 ' 5' 2 6 '24'1 3 7 '23' 5 4 ' 60'139'27'133' 60' 2'123'62' 6 1 '132'60' 6 4 '2 3 '120'25'59' 7 0 '19' 2 6 ' 11'41'125'62' 48'14'125'60' 57'125'60' 32'28'125'60' 60'125'60' 60'125'60' 60'125'60' 40'19 '134'10' 48'9' 16 ' 50' 1'127'70'87'22'180'75'145'67'167'79'161'8 '50' 7 '154'3 5 '26'145'60'142'60'139'60'29' 79' 31' 2 4 '20'72'23' 89'140'23' 34' 40'156'139'58' 3' 5 5 ' 5' 61' 34'27' 3 7 ' 3 7 '60' 66' 40' 50' 37' 1 10 ' 128 1587.3 129 1588.0131 1589.2132 1589.9 122'34' 1 7 0 '120'34' 60' 34'26' 5 6 ' 6 '123'6 1 '11'44'47' 31' 8 ' 64' 242' 75' 5 '242' 189'48' 155'20'1,873' 89'9 4 ' 7 6 '83' 2 2 2 '1 3 1 ' 269' 216' 7 6 ' 5'120'61' LOT 135 0.75 AC DETENTION BASIN 93'60'59'25'N89°41'16"E 2661.81'N0°14'53"E 1333.38'40' 2 1 '120'38'120'122'9 9 ' 5 4 ' 124 1569.4 130 1588.6 60' 86' 1640 1610 1600 1590 1620 1630 1590 1600 1610 16 2 0 16 1 0 16 0 0 15 9 0 15 8 0 1590 1580 1570 1600 R =3 0 0 ' R =3 0 0 'L.P.BVCEVC1.0%1556.51558.11559.7 1 5 6 2 . 4 R =2 5 0 '1.6% 156 8 . 4 6.0%15 7 4 . 4 1580.4R=200'6.0%6.0%1586.41587.4R =3 0 0 '1.0%1588.4H.P.1568.31564.51565.51566.5H.P.1566.9P.I.1566.6 R = 2 0 0' 1.0 % 0. 5 %1566.11566.11566.6R=200'1567.11567.61568.1CL CL CL STREET "F"60' VC S T R E E T "D" S T RE E T "E" R =3 0 0 ' LOT 'C' OPEN SPACE 39.15 AC LOT 'A' OPEN SPACE 2.68 AC 0.80 AC 2.80 AC 2.80 A C 1 . 3 4 AC 15'PROPOSED 20' SEWER EASEMENT PROPOSED 10' DRAINAGE EASEMENT EXISTING POWER POLE TO REMAIN 4:1 PROPOSED 20' STORM DRAIN EASEMENT PROPOSED 3.0' DRAINAGE DITCH PROPOSED 10' MAINTENANCE ACCESS EASEMENT 30'30'60'10'20'20'10'30'30'60'10'20'20'10'30'30'10'20'10'60'20'PROPOSED 20' STORM DRAIN EASEMENT 4:1R=2 5 'R=2 5 'R=2 5 ' R =4 0 'R=40'15' R =2 5' R =4 0 ' 0.5%P.I.1.6% 1 5 6 0 . 9 P . I . PROPOSED 3' CONCRETE DRAINAGE DITCH PROPOSED 3' CONCRETE DRAINAGE DITCH RECLAIM WATER STUB 8" SEWER STUB 8" WATER STUB EXISTING POWER POLE TO REMAIN EXISTING 30' HEMLOCK AVENUE DEDICATION TO BE VACATED 30'1560.5FS1557.4 FS10.0%9.7%GB 1560.0GB5.0% 1557.9 FS 1560.8 FS 1560.8 FS 1560.5 FS 1560.5 FS 1552.51532.01532.0 12.0% 1560.8 FS 1560.5 FS 4:1 1560.8 FS 1560.5 FS TOP: 1560.5 FREEBOARD: 1558.5 BOTTOM: 1552.5 15' 1557.7 FS 1557.81557.1 FS 1574.5 FG20'5 1.0%1585.41585.2P.I.S T R E E T "D "1588.742' 17'25'70'H.P.R =3 0 0 ' R =3 0 0 'L.P.EVC1556.51558.11559.7 1 5 6 2 . 4 R =2 5 0 '1.6% 156 8 . 4 6.0%15 7 4 . 4 1580.4R=200'6.0%6.0%1586.41587.4R =3 0 0 '1.0%1588.4H.P.1568.31561566.5H.P.1566.9P.I.1566.6 R = 2 0 0' 1.0 % 0. 5 %1566.11566.11566.6R=200'1567.11567.61568.1CL CL CL STREET "F" S T R E E T "D" S T RE E T "E" R =3 0 0 ' LOT 'C' OPEN SPACE 39.15 AC LOT 'A' OPEN SPACE 2.68 AC 0.80 AC 2.80 AC 2.80 A C 1 . 3 4 AC PROPOSED 10' DRAINAGE EASEMENT ACCESS EASEMENT 30'30'60'10'20'20'10'30'30'60'10'20'20'10'30'30'10'20'10'60'20'PROPOSED 20' STORM DRAIN EASEMENT 0.5%P.I.1.6% 1 5 6 0 . 9 P . I . PROPOSED 3' CONCRETE DRAINAGE DITCH PROPOSED 3' CONCRETE DRAINAGE DITCH ATER TUB TUB 30'1 1557.9 FS 1560.8 FS 1560.8 FS 1560.5 FS 1560.5 FS 1557.7 FS 1557.1 FS 1574 FG20'5 1.0%1585.41585.2P.I.S T R E E T "D "1588.742' 17'25'70'H.P.96 1560.9 80 1569.0 81 1568.8 82 1568.5 68 1568.7 67 1569.0 66 1569.0 65 1568.3 64 1567.8 107 1560.7 119 1570.4 120 1570.4 121 1570.2 122 1570.0 123 1569.7 125 1569.1 126 1568.8 127 1568.3 133 1590.5 108 1561.6109 1562.6 110 1568.5 111 1568.5 112 1568.6 113 1568.9 114 1569.1 115 1569.4 116 1569.7 117 1570.0 118 1570.2 120'50'13'120'7'53' 91'119'60' 113' 75'116'51'118'118' 7 0 '17 ' 7 7 ' 18'68'43'23' 29 '125'154' 121' 32'8'15 ' 4 5 ' 121' 5 5 ' 5' 2 6 '24'1 3 7 '23' 5 4 '27'133' 60' 2'123'62' 6 1 '132'60' 6 4 '2 3 '120'25'59' 7 0 '19' 2 6 ' 11'41'125'62' 48'14'125'60' 57'125'60' 32'28'125'60' 60'125'60' 60'125'60' 60'125'60' 40'19 '134'10' 48'9' 16 ' 50' 1'127'70'87'22'180'75'145'67'167'79'161'8 '50' 7 '154'3 5 '26'145'60'142'60'139'60'29' 79' 31' 2 4 '20'72'23' 89'140'23' 34' 40'156'139'58' 3' 5 5 ' 5' 61' 34'27' 3 7 ' 3 7 ' 40' 50' 37' 1 10 ' 128 1587.3 129 1588.0131 1589.2132 1589.9 122'34' 1 7 0 '120'34' 60' 34'26' 5 6 ' 6 '123'6 1 '11'44'47' 242' 189'48' 155'20'89'9 4 ' 7 6 '83' 2 2 2 '1 3 1 ' 269' 7 6 ' 5'120'61' 93'60'59'25'N89°41'16"E 2661.81'N0°14'53"E 1333.38'40' 2 1 '120'38'120'122'9 9 ' 5 4 ' 124 1569.4 130 1588.6 60' 86' 133 1590.5 67' 89'140'61' 34'27'40' 132 1589.9 6123'6 1 '11' 89'9 4 ' 61' 38'122'1587.4R =3 0 0 1.0%1588.4RECLAIM WATER STUB 8" SEWER STUB 8" WATER STUB 1588.742' 17'25'70'H.P.1587.4R =3 0 0 1.0%1588.4ATER TUB TUB 1588.742' 17'25'70'H.P.133 1590.5 67' 89'140'61' 34'27'40' 132 1589.9 6123'6 1 '11' 89'9 4 ' 61' 38'122' MDS File: 89492-TR34249-TENT-03.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 5:19:58 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 02.05.2024 02:19:09 PM Author: MDS Last Edit: 02.06.2024 04:57:30 PM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET PREPARED BY:PREPARED FOR: 1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 3 ( IN FEET ) 401 inch = ft. GRAPHIC SCALE 0 20 40 80 160 8"SS 8"W 8"W 8"SS 8"W 8"S S 8"W8"SS8"W8"SS 8"SS8"W 8"W 8"SS 8" S S 8"SS 8"W 8"SS 8"W 8 " S S 1 2 "WSDSD SDSDSD SD SD SD1580 1590 1570 1590 1580 1570 1600 1565157015751 5 7 0 1 5 6 5 15 7 5 41 1568.5 42 1569.5 43 1570.4 44 1570.5 45 1570.5 26 1554.3 27 1553.3 28 1552.6 29 1552.2 30 1551.731 1551.4 32 1551.1 33 1550.9 34 1550.5 35 1561.7 36 1563.2 37 1564.5 38 1565.5 39 1566.5 40 1567.5 53 52 1567.6 7 1554.0 6 1553.8 5 1553.5 4 1553.0 3 1552.6 2 1552.2 1 1551.7 96 1560.9 69 1561.9 70 1562.2 71 1562.6 72 1563.3 73 1564.0 74 1564.8 75 1565.2 76 1565.9 77 1566.5 78 1567.1 79 1567.7 80 1569.0 81 1568.8 65 1568.3 64 1567.8 63 1567.2 62 1566.5 61 1566.0 60 1565.4 59 1564.8 58 1564.2 57 1563.6 56 1562.8 55 1562.2 107 1560.7 83 1548.8 84 1550.5 85 1552.1 86 1553.3 87 1554.2 88 1555.2 89 1556.1 90 1557.1 91 1558.0 92 1558.5 93 1559.2 94 1559.5 95 1559.4 97 1551.0 98 1551.8 99 1552.8 100 1553.8 101 1554.8 102 1555.8 103 1556.8 104 1557.7 105 1558.3 23'48' 3 4 '22'29'7 8 '46'46'7 8 '44'44'7 8 '42'42'7 8 '4'40'49'78 ' 3 5 '5' 6 7 '83'3 3' 7 0'84'41' 4' 21'34'15'37'85'42' 3 4 '37'9 1 '35'3 0 ' 46' 1 2 ' 1 1 3 '47'3 2 '48'1 1 1 '43'9'33'1 1 2 '45'44'113' 1 9 '25'9'41'113'3 6 ' 4 3 '109'36' 44' 42' 2 3 '104'9 ' 3 0' 3 9' 1 9 ' 5 6 '84'25' 4 1 '87'46'23'64'82'6 0'78'55'74'57'72'60' 5 5 '71'72' 5 7 ' 6 0 '74' 31' 7 7 ' 44'81' 2'87'3 7 '14' 3 0 ' 50'75' 60'36' 120'60' 123'25' 1' 4' 46' 160' 56'120'59' 65'120'65' 60' 60' 60' 60'120'36'19 '5' 65'120'65' 65'120'65' 50'13'120'7'53' 91'119'60' 175' 19' 5 2'152'49' 4 0' 40' 55'138'60' 47' 55'126'24' 17'4 3' 14 ' 67' 60' 60'125'60' 60'125'29' 60'125'29' 11' 22'16 '33'125'33'22'125'60' 60'125'60' 60'125'66'125'60' 154' 121' 32'8' 5 5 ' 5' 23' 5 4 '49'71'164'7 5' 2 7 '21'162'100'153'90'139'50'17 '135'60'135'60'134'60'136'48 '12'148'22' 40'152'9'52'148'60'144'60'60'139'27'133'123'27'61'13'121'72' 58'123'60' 4 6 '14'120'60' 60'120'60' 60'120'60' 60'120'60' 49'16 '122'65' 55' 6'118'60' 61'135'66' 60' 2' 62' 46'125'56'60' 66' 91' 102' 46' 60'60'60'53' 7' 69' 46 1570.4 33' 49' 1 7 '17'2 6 '45'4 4 '28'90' 89' 60' 2 3 ' 5 6 ' 4' 50' 37' 1 1 0 ' LOT 'B' 0.47 AC OPEN SPACE LOT 'A' 2.68 AC OPEN SPACE LOT 134 0.87 AC DETENTION BASIN 106 1558.8 42' 52' 15' 2 3 '122'148'25 1554.9 31'13'60' 8 ' 64' 242'45'82'8 6 ' 7 8 '64'35'26'1'144'21' 2 7 ' 15 6'20'25'14'52'261'30' 15 9 '216'8' 1 6 '118'118'126'31'15' 72' 300'65' 75' 5 '1,873' 216'2 4 ' 246' 125' 3 3 9'92' LOT 135 0.75 AC DETENTION BASIN 93' 81' 2' N89°41'16"E 2661.81' 8 1554.4 120'2 4 '5'36' 6 '120'50'61' 2 4 ' 1580 1590 1570 1 5 7 0 1 5 6 5 69 1561.9 70 1562.2 71 1562.6 72 1563.3 73 1564.0 74 1564.8 75 1565.2 76 1565.9 77 1566.5 78 1567.1 79 1567.7 63 1567.2 62 1566.5 61 1566.0 60 1565.4 59 1564.8 58 1564.2 57 1563.6 56 1562.8 55 1562.2 83 1548.8 84 1550.5 85 1552.1 86 1553.3 87 1554.2 88 1555.2 89 1556.1 90 1557.1 91 1558.0 92 1558.5 93 1559.2 94 1559.5 95 1559.4 97 1551.0 98 1551.8 99 1552.8 100 1553.8 101 1554.8 102 1555.8 103 1556.8 104 1557.7 105 1558.3 36' 120'60' 123'25' 1' 4' 46' 160' 56'120'59' 65'120'65' 60' 60' 60' 60'120'36'19 '5' 65'120'65' 65' 65' 175' 19' 5 2'152'49' 4 0' 40' 55'138'60' 47' 55'126'24' 17'4 3' 14 ' 67' 60' 60'125'60' 60'125'29' 60'125'29' 11' 22'16 '33'125'33'22'125'60' 60'125'60' 60'125'66' 60'49'71'164'7 5' 2 7 '21'162'100'153'90'139'50'17 '135'60'135'60'134'60'136'48 '12'148'22' 40'152'9'52'148'60'144'60'60'139'123'27'61'13'121'72' 58'123'60' 4 6 '14'120'60' 60'120'60' 60'120'60' 60'120'60' 49'16 '122'65' 55' 6'118'60' 61'135'66' 46'125'56'60' 66' 91' 102' 46' 60'60'60'53' 7'4' LOT 'A' 2.68 AC OPEN SPACE LOT 134 0.87 AC DETENTION BASIN 106 1558.8 42' 52' 15' 2 3 '148'31'13'60' 8 ' 64' 242'45'82'8 6 ' 7 8 '64'35'26'1'144'21' 2 7 ' 15 6'20'118'118'126'31'15' 72' 300'65' 75' 5 '1,873' 216'2 4 ' 246' 3 3 9' LOT 135 0.75 AC DETENTION BASIN 81' 2'120'2 4 '5'36' 6 '120'50'61' 2 4 ' 1 5 4 1 . 4 1 5 4 2 . 9 1 5 4 4 . 4 1 5 4 6 . 8 1 5 4 5 . 6 P . I . 1 5 5 2 . 6 1 5 5 7 . 6 1 5 5 6 . 6 P . I .5.8%R=600'R=300' R=300' R=4 0 0 ' R =5 3 ' R=53'1.5%1546.4P.I.3 . 6%1548.01. 6 %1549.61551.21552.81554.41.6%1556.01556.51557.5L.P.BVCEVC1.0%1556.51558.11568.81 5 6 5 . 5 1567.61562.51560.51.8%L.P.1558.5P.I.1559.11560.31. 2 % R=200'1561.5P.I.1562.51.0%1.2%1563.51564.51565.51566.51552.3R =5 3 '1 5 5 1 . 3 1 5 5 0 . 3 1.0%1549.33 . 1% CL CL CL CLCLCLC LC L STR E ET " A" STREET STREET 60' VC R=350' STREET "D" 2.80 A C 0.93 AC 0.85 AC 1.2 8 A C 1.34 A C15'15' PROPOSED 10' STORM DRAIN EASEMENT PROPOSED 3.0' DRAINAGE DITCH PROPOSED 20' STORM DRAIN EASEMENT EXISTING POWER POLE TO REMAIN EXISTING POWER POLE TO REMAIN 4:1 4:1 PROPOSED 20' STORM DRAIN EASEMENT 60'10'20'20'10'30'30'30'30'10'20'10'60'20'23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5'30'30'10'60'20'20'10'3 0 ' 3 0 ' 1 0 ' 6 0 ' 2 0 ' 2 0 ' 1 0 ' 2 3 ' 2 3 ' 1 8 ' 1 8 ' 4 6 ' 5' 5' 3 0 ' 3 0 ' 2 0 ' 2 0 ' 1 0 ' 6 0 ' 1 0 ' PROPOSED 10' STORM DRAIN EASEMENT 1540.81538.591537.601536. 0 1534.4 EVC 1532.8 BVC 1531.7 L.P. 1531.7 2 P.I. 1540.9 TC 1539.3 TC 1537.7 TC 153 4 . 5 TC 1533.7 TC 15 3 2 . 9 TC 15 3 1 . 8 2 TC 1531.68 TC 15 3 1 . 8 TC 1539.6435'35'70'15'20'20'15'1536.1TC153 1 . 2 3 TC 2.0' 2.0' 2.0' 1.9' 1.2' 1.3' 1531.8 T W 1530.5 T F 1531.7 TW 1530.5 TF 1531.9 T W 1530.0 T F 1532.3 T W 1531.0 T F 1532.5 T W 1530.5 T F 1533.0 T W 1531.0 T F 1533.4 T W 1531.8 T F 15'15' R =2 5 ' R =4 0 ' R=55'R =70'R =4 0 'R=25 'R=25'R=40'R=25'R=25'R=150'R=165'GB1532.0GB15' 2 . 0%P.I.1.7%HPP . I .0.5%1547.5"B"1.0% 4:1 R=25'R=2 5 'R=2 5 'R=2 5 ' R =4 0 'R=40'R=40'GB15' R =2 5' R =4 0 '9'9'P.I.3. 2 % STREET 'E'P.I.1.6% LOCK AVENUE 30'EXISTING 30' HEMLOCK AVENUE DEDICATION TO BE VACATED 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F1560.5FS4:1 4:1 4:1 4:1 H.P.P.I.1560.5FS1557.4 FS 1557.1 FS10.0%12.7%10.0%9.7%GB 1560.0GB5.0% 1557.9 FS 1560.8 FS 1560.8 FS 1560.5 FS 1560.5 FS 1552.51532.01532.0 12.0% 1560.8 FS 1560.5 FS 4:1 1560.8 FS 1560.5 FS 2.0%1560.8 FS 1560.5 FS 1560.8 FS 1560.5 FS2.0% 1560.5 FS 1560.8 FS TOP: 1560.5 FREEBOARD: 1558.5 BOTTOM: 1552.5 15' 1557.7 FS TOP: 1540.0 FREEBOARD: 1538.0 BOTTOM: 1532.0 1557.8 FS 1557.5 FS 1557.3 FS 1557.1 FS 1538.1 FS 10.0% 12.0% 12.0% 1537.8 FS 1542.0FG1542.6FG1540.3 FS 1574.5 FG 1 5 4 5 . 4 F S 1 5 4 6 . 9 F G 15 4 7 . 7 FG 15 4 5 . 4 FS 1543.7 FS 1533.3 FS 1541.4FS1541.6FS1540.0 FS 1533.0 FS 1540.0 FS 1540.3 FS 2.0% 1540.0 FS 1540.3 FS1540.0FS1540.3FS15'2.0%154 0 . 3 FS/L P 154 0 . 3 FS 1538.5 FS/LP 1538.9 FS 2.0% 1539.8 FS 1539.4 FS 1540.3 FS1540.7 FS 3.0%15 4 0 . 7 FS 1541.9 FS 1542.2 FS 12.0%2.0 % 1548.5 FS1548.8FSGB 1532.2 7 FG 1532.3 FG 1533.3 7 FG 3.2% 1537.2 3 T C 1536.5 6 F L 1537.53 FG 1537.57 FG 1534.97 FG 1543.4FG20'5 1 5 4 1 . 4 1 5 4 2 . 9 1 5 4 4 . 4 1 5 4 6 . 8 1 5 4 5 . 6 P . I . 1 5 5 2 . 6 1 5 5 7 . 6 1 5 5 6 . 6 P . I .5.8%R=600'R=300' R=300' R=4 0 0 '1.5%1546.4P.I.3 . 6%1548.01. 6 %1549.61551.21552.81554.41.6%1556.01556.51557.5BVC1.0%1.8%L.P.1558.5P.I.1559.11560.31. 2 % R=200'1561.5P.I.1562.51.0%1.2%1563.51564.55.5CL CL CLCLSTR E ET " A" 60' VC R=350' STREET "D" 2.80 A C 0.93 AC 1.34 A C15'15' PROPOSED 10' STORM DRAIN EASEMENT DRAINAGE DITCH PROPOSED 20' STORM DRAIN EASEMENT POLE TO REMAINPOLE TO REMAIN 4:1 4:1 DRAIN EASEMENT 60'10'20'20'10'30'30'30'30'10'60'20'20'10'3 0 ' 3 0 ' 1 0 ' 6 0 ' 2 0 ' 2 0 ' 1 0 ' 3 0 ' 3 0 ' 2 0 ' 2 0 ' 1 0 ' 6 0 ' 1 0 ' PROPOSED 10' STORM DRAIN EASEMENT 1538.591537.601536. 0 1534.4 EVC 1532.8 BVC 1531.7 L.P. 1531.7 2 P.I. 1539.3 TC 1537.7 TC 153 4 . 5 TC 1533.7 TC 15 3 2 . 9 TC 15 3 1 . 8 2 TC 1531.68 TC 35'35'70'15'20'20'15'1536.1TC153 1 . 2 3 TC 15'15' R =2 5 ' R =4 0 ' R=55'R =70'R =4 0 'R=25 'R=25'R=40'R=25'R=25'R=150'R=165'GB1532.0GB15'1547.54:1 R=25'R=2 5 'R=2 5 'R=2 5 ' R =4 0 'R=40'R=40'GB15' R =2 5' R =4 0 '9'9'STREET 'E'30'DEDICATION TO BE VACATED 1560.5FS4:1 4:1 4:1 4:1 H.P.P.I.1560.5FS557.4 FS 1557.1 FS10.0%12.7%10.0%9.7%GB 1560.0GB5.0%1552.51532.01532.0 12.0% 1560.8 FS 1560.5 FS 4:1 1560.8 FS 1560.5 FS 2.0%1560.8 FS 1560.5 FS 1560.8 FS 1560.5 FS2.0% 1560.5 FS 1560.8 FS TOP: 1560.5 FREEBOARD: 1558.5 BOTTOM: 1552.5 15' TOP: 1540.0 FREEBOARD: 1538.0 BOTTOM: 1532.0 1557.8 FS 1557.5 FS 1557.3 FS 1538.1 FS 10.0% 12.0% 12.0% 1537.8 FS 1542.0FG1542.6FG1540.3 FS .5 1 5 4 5 . 4 F S 1 5 4 6 . 9 F G 15 4 7 . 7 FG 15 4 5 . 4 FS 1543.7 FS 1533.3 FS 1541.4FS1541.6FS1540.0 FS 1533.0 FS 1540.0 FS 1540.3 FS 2.0% 1540.0 FS 1540.3 FS1540.0FS1540.3FS15'2.0%154 0 . 3 FS/L P 154 0 . 3 FS 1538.5 FS/LP 1538.9 FS 2.0% 1539.8 FS 1539.4 FS 1540.3 FS1540.7 FS 3.0%15 4 0 . 7 FS 1541.9 FS 1542.2 FS 12.0%2.0 % 1548.5 FS1548.8FSGB 1532.2 7 FG 1532.3 FG 1533.3 7 FG 3.2% 1537.2 3 T C 1536.5 6 F L 1537.53 FG 1537.57 FG 1534.97 FG 1543.4FG20'5 MDS File: 89492-TR34249-TENT-04.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:23:53 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 05.02.2023 02:13:26 PM Author: MDS Last Edit: 05.16.2023 11:49:46 AM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET PREPARED BY:PREPARED FOR: 1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 4 ( IN FEET ) 401 inch = ft. GRAPHIC SCALE 0 20 40 80 160COTTONWOOD CANYONC O T T O NW O O D C R E E KRD. INSTALL RAPID FLASHING BEACON (R-FB) SYSTEM AT STREET 'A' AND COTTONWOOD CANYON ROAD CROSS WALK 8"W 8"S S 8"W8"SS8"W8"SS 8"SS8"W 8"W 8"SS 8"W 8"SS 8" S S 8"W 8"SS 8"W 8"SS 8"W8 " S S 12 "W 12" W 12" W SD SD SDSDSDSD SD157015601540 1550 41 1568.5 42 1569.5 43 1570.4 44 1570.5 45 1570.5 47 1570.3 48 1570.1 49 1569.9 50 1569.6 18 1558.2 19 1557.7 20 1557.1 21 1556.7 22 1556.2 23 1555.8 24 1555.3 26 1554.3 27 1553.3 28 1552.6 29 1552.2 30 1551.731 1551.4 32 1551.1 33 1550.9 34 1550.5 35 1561.7 36 1563.2 37 1564.5 38 1565.5 39 1566.5 40 1567.5 17 1558.2 16 1557.9 15 1557.5 14 1557.0 13 1556.6 12 1556.1 11 1555.7 10 1555.2 9 1554.8 7 1554.0 6 1553.8 5 1553.5 4 1553.0 3 1552.6 2 1552.2 1 1551.7 69 1561.9 83 1548.8 84 1550.5 85 1552.1 97 1551.0 98 1551.8 99 1552.8 23'48' 3 4 '22'29'7 8 '46'46'7 8 '44'44'7 8 '42'42'7 8 '4'40'49'7 8 ' 3 5 '5' 6 7 '83'3 3' 70'84'41' 4' 21' 29'79'44' 44'78'42' 42'78'46' 46'77'44' 44'77'42' 42'76'12' 34' 46'76'14' 30' 44'80'42' 42'85'55'3 3 '37' 32'22' 13'36'1 2 7 '21' 10 8 ' 28'91'61'99'19' 30' 46'87'101'27' 17' 44'102'46' 46'104'42' 42'106'44' 44'34'74'46' 26' 15'37'85'42' 3 4 '37'9 1 '35'3 0 ' 46' 1 2 ' 1 1 3 '47'3 2 '48'1 1 1 '43'9'33'1 1 2 '45'44'113' 1 9 '25'9 '41'113'3 6 ' 4 3 '109'36' 44' 42' 2 3 ' 104' 9 ' 3 0' 3 9' 1 9 ' 5 6 '84'25' 4 1 '87'46'23'64'82'6 0 '78'55'74'57'72'71'72' 6 0 '74' 31'77 ' 44'81' 2'87'3 7 '87'41' 3' 46'90'7'87'44'49' 14' 3 0 ' 50' 60'175'19' 49' 4 0' 40' 47'49'71'164'7 5' 2 7 '21'162'100'153'90' 17 '123'27'61'13'121'72' 58'123'60' 4 6 ' 60' 102' 44' 39' 44' 69' 46 1570.4 33' 49'84'26' 1 7 '4'17'17'2 6 '45'4 4 '28'90' 89' 60' 2 3 ' 5 6 ' LOT 'B' 0.47 AC OPEN SPACE LOT 'A' 2.68 AC OPEN SPACE LOT 134 0.87 AC DETENTION BASIN LOT 136 5.82 AC PARK 25 1554.945'82'8 6 ' 7 8'64'35'26'1'144'21' 2 7 ' 15 6'20'25'14'52'261'30' 160' 334'38' 382' 29' 15 9 '216'8'1 6 '118'118'126'31'15' 72'82'38' 95' 502' 3 3 9 '92' 714'544'N89°41'16"E 2661.81'N0°03'08"E 1331.96'8 1554.4 157015601540 1550 18 1558.2 19 1557.7 20 1557.1 21 1556.7 22 1556.2 23 1555.8 24 1555.3 26 1554.3 27 1553.3 28 1552.6 29 1552.2 30 1551.731 1551.4 32 1551.1 33 1550.9 34 1550.5 17 1558.2 16 1557.9 15 1557.5 14 1557.0 13 1556.6 12 1556.1 11 1555.7 10 1555.2 9 1554.8 7 1554.0 6 1553.8 5 1553.5 4 1553.0 3 1552.6 2 1552.2 1 1551.7 23'48' 3 4 '22'29'7 8 '46'46'7 8 '44'44'7 8 '42'42'7 8 '4'40'49'7 8 ' 3 5 '5' 6 7 '83'3 3' 70'84'41' 4' 21' 29'79'44' 44'78'42' 42'78'46' 46'77'44' 44'77'42' 42'76'12' 34' 46'76'14' 30' 44'80'42' 42'85'55'3 3 '37' 32'22' 13'36'1 2 7 '28'91'61'99'19' 30'101'27' 17' 44'102'46' 46'104'42' 42'106'44' 44'34'74'46' 26' 15'37'85'42' 3 4 '37'9 1 '35'3 0 ' 46' 1 2 ' 1 1 3 '47'3 2 '1 1 1 '43'1 1 2 '45'113' 1 9 '25'113'3 6 '109'36' 104' 9 ' 3 0' 4 1 ' 4'17'17'2 6 '45'4 4 '90' 89' 60' 2 3 ' 5 6 ' LOT 'B' 0.47 AC OPEN SPACE LOT 136 5.82 AC PARK 25 1554.952'30' 160' 334'38' 382' 29' 15 9 '216'8'1 6 '82'38' 95' 502' 714'544'N89°41'16"E 2661.81'N0°03'08"E 1331.96'8 1554.4 1 5 4 1 . 4 1 5 4 2 . 9 1 5 4 4 . 4 1 5 4 6 . 8 1 5 4 5 . 6 P . I . 1 5 5 2 . 6 1 5 5 7 . 6 1 5 5 6 . 6 P . I .5.8%R=600'R =5 3 ' R=53' R=300'1.5%1546.4P.I.3 . 6%1548.01. 6 %1549.6155 6 . 3 15 5 8 . 8 1 5 63 .31567.8R =2 5 0 '4.5%1568.31568.81 5 6 5 . 5 1562.51560.51.8%1556.31555.31.0 %1554.31.0%1553.31552.3R =5 3 '1 5 5 1 . 3 1 5 5 0 . 3 1.0%1549.33 . 1%CLCLCLCL CLC LC L STR E ET " A" ST STREET STR E E T " B " STREET R=350' STREET "D" LOT 'C' OPEN SPACE 39.15 AC 2.80 A C 0.93 AC 0.8 5 A C0.85 AC PROPOSED 3.0' DRAINAGE DITCH PROPOSED 20' STORM DRAIN EASEMENT EXISTING POWER POLE TO REMAIN 23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 3 0 ' 3 0 ' 1 0 ' 6 0 ' 2 0 ' 2 0 ' 1 0 ' 2 3 ' 2 3 ' 1 8 ' 1 8 ' 4 6 ' 5' 5' 3 0 ' 3 0 ' 2 0 ' 2 0 ' 1 0 ' 6 0 ' 1 0 ' 2 3 ' 2 3 ' 46 ' 1 8 ' 1 8 ' 5'18'23'46'5'18'23'5'35'11'11'24'24'35'70'1543.81540.81538.591537.601536. 0 1534.4 EVC 1532.8 BVC 1531.7 L.P. 1531.7 2 P.I. 1543.57 TC 1542.24 TC 1540.9 TC 1541.24 FS 1539.3 TC 1537.7 TC 153 4 . 5 TC 1533.7 TC 15 3 2 . 9 TC 15 3 1 . 8 2 TC 1531.68 TC TC 1539.64 FS35'35'70'15'20'20'15'1536.1TC15 3 1 . 2 3 TC 1542. 5 8 FS 1543.9 1 FS 2.0' 2.0' 2.0' 1.9' 1.2' 1.3' 1531.7 TW 1530.5 TF 1531.9 T W 1530.0 T F 1532.3 T W 1531.0 T F 1532.5 T W 1530.5 T F 1533.0 T W 1531.0 T F 1533.4 T W 1531.8 T F 15'15' R =2 5 ' R =4 0 ' R=55'R =7 0'R =4 0 'R=25'R=25'R=40'R=25'R=25'R=150'R=165'GB1532.0GB15' 2 . 0%P.I.HPP . I . 0.5% "C "1557.11547.5"B"1.0%4.5%155 7 . 5 P.I.1.7%155 5 . 2 4 EXISTING 30' HEMLOCK AVENUE R.O.W. TO BE VACATED30'30' EXISTING 30' PINE AVENUE R.O.W. TO BE VACATED 9'9'9'9'CA N Y O N CLP.I.1546.81549.81552.81555.8P.I.1556.61557.0RO A D CO T T O N W O O D EXISTING 9' COTTONWOOD CANYON ROAD R.O.W. TO BE VACATED 0.8 % 3.0 % 3. 0 % 3. 2 % 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F 4:1 4:1 4:1 4:1 TOP: 1540.0 FREEBOARD: 1538.0 BOTTOM: 1532.0 1538.1 FS 10.0% 12.0% 12.0% 1537.8 FS 1542.0FG1542.6FG1540.3 FS 1 5 4 5 . 4 F S 1 5 4 6 . 9 F G 15 4 7 . 7 F G 15 4 5 . 4 FS 1543.7 FS 1533.3 FS 1541.4FS1541.6FS1540.0 FS 1533.0 FS 1540.0 FS 1540.3 FS 2.0% 1540.0 FS 1540.3 FS1540.0FS1540.3FS15'2.0%154 0 . 3 FS/L P 15 4 0 . 3 FS 1538.5 FS/LP 1538.9 FS 2.0% 1539.8 FS 1539.4 FS 1540.3 FS1540.7 FS 3.0%15 4 0 . 7 FS 1541.9 FS 1542.2 FS 12.0%2.0 % 1548.5 FS1548.8FSGB 1532.2 7 FG 1532.3 FG 1533.3 7 FG 3.2% 1537.2 3 T C 1536.5 6 F L 1537.53 FG 1537.57 FG 1534.97 FG 1543.4FGCOTT O N W O O D CRE E K JURISDICTIONAL LIMITS 5' R=53' R=300' 155 6 . 3 15 5 8 . 8 1 5 6 3 .1556.31555.31.0 %1554.31.0%1553.31552.3R =5 3 '1 5 5 1 . 3 1 5 5 0 . 3 1.0%1549.33 . 1%CLCL CLSTR E E T " B " STREET LOT 'C' OPEN SPACE 39.15 AC 0.8 5 A C0.85 AC 2 3 ' 2 3 ' 1 8 ' 1 8 ' 4 6 ' 5' 5' 2 3 ' 2 3 ' 46 ' 1 8 ' 1 8 ' 5'18'23'46'5'18'23'5'35'11'11'24'24'35'70'1543.81540.81543.57 TC 1542.24 TC 1540.9 TC 1541.24 FS 1539.64 FS 1542. 5 8 FS 1543.9 1 FS 2.0' 2.0' 2.0' 1.9' 1.2' 1.3' 1531.7 TW 1530.5 TF 1531.9 T W 1530.0 T F 1532.3 T W 1531.0 T F 1532.5 T W 1530.5 T F 1533.0 T W 1531.0 T F 1533.4 T W 1531.8 T F 1557.1"B"1.0%4.5%155 7 . 5 P.I.1.7%155 5 . 2 4 EXISTING 30' HEMLOCK AVENUE R.O.W. TO BE VACATED30'30' EXISTING 30' PINE AVENUE R.O.W. TO BE VACATED 9'9'CA N Y O N CLP.I.1546.81549.81552.81555.8P.I.1556.61557.0RO A D CO T T O N W O O D EXISTING 9' COTTONWOOD CANYON ROAD R.O.W. TO BE VACATED 0.8 % 3.0 % 3. 0 % 3. 2 % COTT O N W O O D CRE E K JURISDICTIONAL LIMITS 5'118'118'92' 1532. 5 0 1532.2 0 BVC 1531.7 L.P. 1531.7 2 P.I. 15 3 2 . 9 15 3 1 . 8 2 TC 1531.68 TC 15 3 1 . 8 TC1532.3TC15 3 1 . 2 3 TC 1532.2 7 FG 1532.3 FG MDS File: 89492-TR34249-TENT-05.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:21:40 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 05.05.2023 04:47:39 PM Author: MDS Last Edit: 05.16.2023 11:52:46 AM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET PREPARED BY:PREPARED FOR: 1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 5( IN FEET ) 401 inch = ft. GRAPHIC SCALE 0 20 40 80 16040 LIMIT OF COTTONWOOD CANYON ROAD IMPROVEMENTS PROPOSED A.C. DIKE 1610 1600 1590 1580 1570 1620 162 0 161 0 160 0 1590 15801580 1590 1580 1570 1600 1590 1580 1570 157015601565157015751 5 7 0 1 5 6 5 15 7 5 41 1568.5 42 1569.5 43 1570.4 44 1570.5 45 1570.5 47 1570.3 48 1570.1 49 1569.9 50 1569.6 18 1558.2 19 1557.7 20 1557.1 21 1556.7 22 1556.2 28 1552.6 29 1552.2 30 1551.731 1551.4 32 1551.1 33 1550.9 35 1561.7 36 1563.2 37 1564.5 38 1565.5 39 1566.5 40 1567.5 53 1567.5 54 1566.5 52 1567.6 51 1566.9 57 1563.6 56 1562.8 55 1562.2 42' 3 3 '37'36'1 2 7 '21' 10 8 ' 28'91'61'99'19' 30' 46'87'101'27' 17' 44'102'46'104'42'106'44'34'26' 15'37'3 4 '37'1 2 ' 3 2 '48'1 1 1 '9'33'1 1 2 ' 44'113' 1 9 '25'9 '41'113'3 6 ' 4 3 '109'36' 44' 42' 2 3 ' 104' 3 0' 3 9' 1 9 ' 5 6 '87'46'23'64'82'6 0 '78'55'74'57'72'60' 5 5 '71'72' 5 7 ' 6 0 '74' 31' 77 ' 44'81' 2'87'3 7 '87'41' 3' 46'90'7'87'44'49' 30' 14'74'48'78'14' 3 0 ' 50' 33'75' 52'70' 8 '60' 49'72' 4 0 '36' 120' 60 '123'25' 1' 4' 46' 160' 56' 44' 39' 44' 69' 46 1570.4 33' 49'84'26' 1 7 '4'17'17'2 6 '45'4 4 '28'90' 89' 60' 2 3 ' 5 6 '125' 466' 101' 81' 4 0 8 '82'95'711'2,655' N89°39'23"E 2654.84'N0°03'08"E 1331.96'120'50' 61 ' 1610 1600 1590 1580 1570 1620 162 0 161 0 160 0 1590 15801580 1590 1580 1570 1600 1590 1580 157015651570157515 7 5 8"W 8" S S 8"W 8"W 8"SS 8"W 8"SS 8"W 8"SS 8"WSD R =5 3 '1567.8P.I.R =2 5 0 '4.5%1568.30.5%1568.81 5 6 5 . 5 1567.61565.9R=300'1564.21.7 %1562.51560.5C LC L STREET STREET LOT 'C' OPEN SPACE 39.15 AC 1.28 AC 1. 2 8 A C PROPOSED 10' STORM DRAIN EASEMENT23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5' 2 . 0%P.I.1.7%HPP . I . "C"0.5% 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F R =5 3 '1567.8P.I.R =2 5 0 '4.5%1568.30.5%1568.81 5 6 5 . 5 1567.61565.9R=300'1564.21.7 %1562.51560.5C LC L STREET STREET LOT 'C' OPEN SPACE 39.15 AC 1.28 AC 1. 2 8 A C PROPOSED 10' STORM DRAIN EASEMENT23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5' 2 . 0%P.I.1.7%HPP . I . "C"0.5% 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F R =5 3 '1567.8P.I.R =2 5 0 '4.5%1568.30.5%1568.81 5 6 5 . 5 1567.61565.9R=300'1564.21.7 %1562.51560.5C LC L STREET STREET LOT 'C' OPEN SPACE 39.15 AC 1.28 AC 1. 2 8 A C PROPOSED 10' STORM DRAIN EASEMENT23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5' 2 . 0%P.I.1.7%HPP . I . "C"0.5% 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F 1 5 5 7 . 6 1 5 5 6 . 6 R =5 3 ' R=53' 155 6 . 3 15 5 8 . 8 1563. 3 1567.8P.I.R =2 5 0 '4.5%1568.30.5%1568.81 5 6 5 . 5 1567.61565.9R=300'1564.21.7 %1562.51560.51.8%L.P.1558.5P.I.1. 2 %1556.31.0 %1.0% CL CLC LC L STREET STREET TREET LOT 'C' OPEN SPACE 39.15 AC LOT 'C' OPEN SPACE 39.15 AC 0.8 5 A C 1.28 AC 1. 2 8 A C PROPOSED 10' STORM DRAIN EASEMENT23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5' 1 0 ' 23 ' 2 3 ' 46 ' 1 8 ' 1 8 ' 5'18'23'46'5'18'23'5'2 . 0%P.I.1.7%HPP . I . "C"0.5% "C "1557.14.5%155 7 . 5 P.I.1.7%3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F 5' R =5 3 '1567.8P.I.R =2 5 0 '4.5%1568.30.5%1568.81 5 6 5 . 5 1567.61565.9R=300'1564.21.7 %1562.51560.5C LC L STREET STREET LOT 'C' OPEN SPACE 39.15 AC 1.28 AC 1. 2 8 A C PROPOSED 10' STORM DRAIN EASEMENT23'46'18'18'5'23'5'1 8 ' 1 8 ' 2 3 ' 2 3 ' 4 6 ' 5' 5' 2 . 0%P.I.1.7%HPP . I . "C"0.5% 3 . 4 ' 1 5 5 8 . 0 TW 1 5 5 4 . 6 T F 41 1568.5 42 1569.5 43 1570.4 44 1570.5 45 1570.5 47 1570.3 48 1570.1 49 1569.9 50 1569.6 35 1561.7 36 1563.2 37 1564.5 38 1565.5 39 1566.5 40 1567.5 53 1567.5 54 1566.5 52 1567.6 51 1566.9 21' 10 8 ' 46'87'48'9'33'44' 9 '41' 4 3 '44' 42' 2 3 ' 3 9' 1 9 ' 5 6 '87'46'82'6 0 '78'55'74'57'72'60' 5 5 '71'72' 5 7 ' 6 0 '74' 31' 77 ' 44'81' 2'87'3 7 '87'41' 3' 46'90'7'87'44'49' 30' 14'74'48'78'14' 3 0 ' 50' 33'75' 52'70' 8 '60' 49'72' 4 0 '44' 39' 44' 69' 46 1570.4 33' 49'84'26' 1 7 '466' 101' 81' 4 0 8 '711'N89°39'23"E 2654.84'N0°03'08"E 1331.96' MDS File: 89492-TR34249-TENT-06.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:21:36 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 05.05.2023 04:26:52 PM Author: MDS Last Edit: 05.16.2023 11:55:04 AM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET PREPARED BY:PREPARED FOR: 1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 6( IN FEET ) 401 inch = ft. GRAPHIC SCALE 0 20 40 80 160 1640 1620 1630 1580 1590 1570 16 2 0 16 1 0 16 0 0 15 9 0 15 8 0 1590 1580 1570 1600 LOT 'C' OPEN SPACE 39.15 AC PROPOSED 10' STORM DRAIN EASEMENT PROPOSED 10' STORM DRAIN EASEMENT PROPOSED 20' STORM DRAIN EASEMENT PROPOSED 3' CONCRETE DRAINAGE DITCH PROPOSED 3' CONCRETE DRAINAGE DITCH 15678 15672 62 15665 61 15660 60 15654 59 15648 58 15642 57 15636 56'120'65'120'60'60'120'65'120'65'120'50'13'120'91' 113' LOT 'C' 39.15 AC OPEN SPACE765'269' 216'2 4 ' 246' 2,655' N89°39'23"E 2654.84'N0°14'53"E 1333.38'120'2 4 '5'36' 2 4 ' LOT 'C' 39.15 AC OPEN SPACE765'2,655' N89°39'23"E 2654.84'N0°14'53"E 1333.38' MDS File: 89492-TR34249-TENT-07.dwg Plot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:18:54 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\TTM Created: 04.03.2023 10:34:52 AM Author: MDS Last Edit: 05.16.2023 11:57:13 AM By: Jose CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE TRACT MAP TENTATIVE TRACT NO. 34249 CANYON HILLS ESTATES SHEET OF 7 TTM 34249 - TENTATIVE TRACT MAPP L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET PREPARED BY:PREPARED FOR: 1250 Corona Pointe Court Suite 600 Corona, CA 92879 (951) 428-4400 7( IN FEET ) 401 inch = ft. GRAPHIC SCALE 0 20 40 80 160