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HomeMy WebLinkAboutRough Grading1.17' RET. WALL EASEMENT TO BE RELOGITED m 0 40 Scale 7 " = 40' 80 120 Al ROUGH GRADING PLAN TRACT 28980 1 DOST. EASEMENT 56 '1 / I. TP=21.5' 31 49, � 19y 1.96' L = 52.35' 46.,59' 8.56 L _ Lmi _ - - Underground Service Alert 'LAA6 PREPARED B>', B E N C H M A R K DIG ERT a a SEE ABOVE RIGHT o Call: TOLL FREE �`�'�"�""""��"-.� ENG/NILERS 1-8m CIYIL ENGINEER/#d% SURYEYING PLA#NIA'G 227-26M6820AIRPORT(909) 688 0241* FFAX 9091 688-0599CA 504 DATE. L.• rwo MORKINO DArS BEFORE YOU DIO OYVERiWSLPERVOM'OF. E L E VA T I O N 1052.514 BENCHMARK PLATE 1 GEOTECHNICAL MAP Tract 28980 - Redhawk Riverside County, California Project No: 11990229-001 Scale: 1"=40' Engineer/Geologist ATGIRFR Date: > > -23-99 Leighton and Associates AGTGCanDeny Sff-P/PE' - LEGEND B-15 JAApproximate location of Exploratory Boring Af u Undocumented Fill QPPauba Formation (circled where buried) RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2&1/2" BRASS DISK IN CONCRETE CYLINDER 3.4 MILES SOUTHEASTERN ON HWY 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTERLINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE WITNESS POST 1' SOUTH OF MONUMENT COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING & SAFETY APPROVED _ _ 19__ MARK I REVISIONS I APPR. I DATE BY: DESIGNED BY C.L. DRAWN BY . F. K. CHECKED BY : C.L. Approximate location of Geologic Contact, queried where uncertain C' Approximate location of Geotechnical J Cross -Section ROUGH GRADING PLAN TRACT No. 28980 SCHEDULE "A " LOG # BGR-XXXXXXX PREPARED FOR: BEAZER HOMES HORI2. SCALE : 1 " = 40' VERT. SCALE NIA Erle name.' E107TC29P SHEET 2 OF 2 �`5 WING B ER 77757—G-77732 '77 • r' "b M ROUGH GRADING PLAN TRACT 28980 EXISTING INLET TO BACK OF C.B. , T .=- - RED KWA Y , It Will, I ; • - - - 77 ! l N T46'5 AL- '41'37' . C IDOW �_ EXWTING l MITERCEP OR Q / J70I- _ 'mss -`- - '�� ° ® • I - \\ i 50 °i 49 48 51 4 7 -- r<i " PE 727 rn PE 72.1 PE 71,6,-- PE 71.4 46 9- _ E Y 1 } , 1 1 I i , i ' '/ ,7, a PE 73.2 ai ' \ - / 1 PE 71.5 45 • •�`' � i ' ', � - '�� E 72.7 ^PE 71.5 \ 1, 44 4, pE•3.6 QPCID 0 \ <` �, PE 71.8 PEp * X42 b� • �°$ _�1 �i.' t941 _--"��`�1, \�\ �` �i;t, �7 of V - \ / o =1 15' 28.1 N 34'05 1 45.03 35.28' c 41 B 23 9 4'' `� 45.' 8.06 �, ® PE 72.7 / 45. 46.01 o ' eC'o6' 03,9 4703' s 0 •'h� • • - \ + \ I / 0? ` 26.93 0.05 �JSJ 1 \ i _►- - _ 1jp � � � �7 ha � ,, Pl= 63.3 • �� 1\ G 46.73' y v • a ^ 1g, •\\� O •\�'� 1 / �/ U > 45.00 /o S.op o rn ,. ' g Z�T774 a J no ? ^� PE 63.0•' • PE 63. 01\ 1 25 01�� �c r' 6 c' o s� , n a • .1. C - o+; ti PE 63.6 I, f I °, �\ •\0(� �� PE 71.4 s N rn� ,90 �v� HP ?3 29 0 ?. 01 -1p 9 J b I, ® X � PE 62.7 I Z 7C •�0 •� 101.75' ti m9 � °° ry _ - 3 - � ' �Q9, 6 ^,°`0 , � � V = 2.22' �� ' �� 2 4 DCH Mnd D N �� PE �•� PE 73.3 ~ so a5 0 3710 38 \�' z a 1 yA, �ti� 78' PE 63.6 r PE 73.7 • /X 5 ^� 10 rn 9 ' t on U `0 PE 70.7 p o PE 71.5 PE 71.6 d 2 / 1 L • 1 •,p Af �6� o I uo 0. O'- 0' * sB h �( 30 �� ! 63.3T p • 42 -200 20. �\ a2' 90. i I _ 39 40 ry PE 62,0 /% 1 i L=24. 12 • s 0.0' 5.00' 135. w \ N a 53.02' 45.00' = PE 72.0 PE 72.1 _ 6 1 � 6 w 62,a 1, PE 70.2 44.84 'ss 36 \ �- T \ PE 69.3 �g. 31 w 220* `\ ae QP na T.5 135 PE 62.5 Subdrain to Outlet PE 62.6 `� ~ /h o o •.y�7 Into Future oo • PE 69,3 69S h \ • Storm Drain Inlet R T .' ;/ 2 h 35 PE 68.2 w_Y.�.d PC362 9\4� • / `� { �o PE 62,2 • I _ N - a0• - ~ Yp �E✓64, • 0tw 19.4 CFS •; _ % 20 PE 66.4 •` •N . \,� a •ti►i I / PT C ` > � a�` � • .- © 9 n / / • I \ PE 618 •� / ' / , , .'-'`-'^•-----,-_ � � � / 90'18 � TC ,LG `r� \N Uo •��;,s�� �� �'bp. �`� - + _ • •\a o. �' OW DETAIL /�'/ / Pauba Formation (circled where buried) • o / r / �,;\ r 5 7 �� •� . ` 5 92cQP o PIP / � o Approximate Limits of Artificial Fill ; Af REMOVE AND PLUG EXIS7� .• � \ � •�\ 9 � � v P � ,� • \� • \ ,67 ' q o i��o � ,� 4// SEWER LATERAL AT P.L. \ \ PE 67107.�' J - - \� o. 000. / 8 ' ( �, 139 Approximate Location of Field Density Test l REMOVE AND PLUG EXIST. \. M a P•� // 24 � CMP AT P L ��i \ \\ 4 44 • \ r, '7 A ;'i 7, EXISTING INLET TO BACK OF C.B. / LEGEND Af Artificial Fill 0 9 j �{ �/ g j . // // ! ` �� •} 1 U• 6 4 Zr°c \ BVI I9__•�� -- V_E_RQE� / ��3 PE 451.E _ ° \ ` _ It ; �\l PE 66.7 d 15" ko �1�o ^�'� e ~ �o ti Q p ,ap 96 •\ti oo. • \� po. ` �1 /� Q P. //V.h 8g 35 •��\ 17. B s = 2.82 '0.9 0 \O ti PE 62.3//� I0\040 l / EXISTING PRIVATE ROAD � 1 / �s ��Jy A� .0 2295 L q.3103 � $�(,'1r 77w / 1 1 PE 62.9 PE 65.9 •a\ • '►1 0� •1 6 o y5 O l 6' VIEW FENCE ro y .� n • / j �: / jI ai ' 1.5' MIN. FROM EXISTING CURB AND GUTTER �� �'o • • Z • u� 15 PE 63.8 TOP OF SLOPE ` I �I� ! 12 13 P 14 PE 64.6 PE 65.5 h o E 65 0 • ,56' a / i�✓ / ,}.� •� • m PE 65.3 'L PL VARIES l /l LOT 19 0'-1 t.7 _ •� 1 ,� (a •yam 00,xL_5St ! '/�`/ /'f PAD 2 1 3 2 89 2.oz I 52• •• •�` , ' " / / r i / L 99' • 44.99' 56.03' .36 It X/STING GROUND 4 j SECTION „p_p„ 40 _ 0 4U 80 _ 120 Underground Service Alert PLAN PREPARED BY B E N C H MA R K : REVISED LOT LINE AND ADJACENT COUNTY OF R/ SEE ABOVE RIGHT WALL SLOPE ON LOT 53 DIG ERT REVISED OTS 20-23 DETAILE-E DEPARTMENT OF BUILDING Gill: TOLL FREE REVISED PAD ELEV LOTS 21-23 APPROVED 19 Scale 1 " = 40'lux E N G 1 N E E R S RET WALL LOTS 22 33 34 35 36 - • rJ2 Approximate Removal Bottom with Elevation in Feet 52 Approximate Location of Keyway Bottom with Elevation in Feet _► _, Approximate Location of Keyway Subdrain Showing Direction of Flow Approximate Limits of Grading, this phase PLATE 1