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HomeMy WebLinkAboutTr.32077_0005 U 1/4 TON \ 5' GRADING SETBACK (TYPICAL 1/4 70N I '2' GRADING SETBACK (TYPI L) �X RIPR'AP 7 DAYLIGHT FILL PROJECT BOUNDARY 7 RIPRA / 7 DAYLIGHT CUT 7 1/4 TON N01',T03"W 2125.19' DAYLIGHT FILL P RIPRAP DAYLIGHT FILL O 269.95' 142 r � � O .A 284.23' LOT rTINAGE `9• gyp. 14.07E y. 041, \ �� �' 2pp P� Op sas G pA oPl. (TO BE MAINTAINED C 4 FL 0° 0 2A �9 2 96.5 % 1 0 m 20' DRAINAGE i OPENS NTAINED BY Hp \. F.)s a 2 i FL 14.07E u; i EASEMENT 0 1p 0 BE k,P1N /� �S 1y99 A 2: \ O -Y / 96.5W �' o -f7 � i �° 113 BIO-FILTE 90.OTF 1 n�] 16.OTWBOX STRUCN�F E L4 04.OTF �-� / 16, TW 8 0.0 20' DRAINAGE i 6� 181B.0 16.OTW y0 \ y9 0 .O1F 1, ,�1• 'p `L/ 104.09 x O EASEMENT ' 1 ^ ^ 04.07E �S9 9J ♦9 121 `I�/ o O 95.OTW 6• 2 in •.� �! 87.07E - x 16.OTW I,o �83: Ay. l��A 112 > ,0.07E ,6.OTW ,816. 114 / t� _ 2 o7.srF sc �. 1 BIO-FILTE i6.OTW o 16.74 17.47 1 - 1820.0 � y W -09L \\ i h� o o N 23, BOX STRUCJkI E$y9 t",��tq oTF 1820.0 I o TC TC o w •.o 1 L^0 / � l� OP INLET b a L N of B O�FIC 1760 LOT HJ„ wOPE`Ii SO PLANS I I, 18.596 6.10 1770 k S7RUCTu 1 'I 3. 7 123 TC 9 14.34 00• �\ ' a SEE 206.16 RE z: �� PARK SITE SECTION ,Y �° vOi 14.03 TC M � nm o1 �c �� (TO BE MAINTAINED BY HOA) 1816.5 N 1 `0 I m!l¢ 111 S-S HER _ SEIBq 93.7TW 07 J I TO _ 120 Y 115 89.7TF rI� p$ 0 -TT9_ J N J I ,818 0 18Z 1. II \�• ��� N N �_ ^ m.� g� ``n I a a 1f `O 4 8 C 2p 92S 33» 93.OTW 2.0% �� �° 19 61 TC 9 89.07E T � r0 � o° z 110 �o _ 124 �, ,7.76 � I � � �: � Iz �M \.,3• --- 1818.9 TC _ -119 116 ri o ^• I 1823.5 `� 4 _ t7s� a I7 N~ N a \ oo -[� [a I a n VT '"� `7 6' 7. jr 1� �IJ N. 18Z 1.9 ��[I 1824.p I�J N 56• NN U �le,O � i o a g 55 q 125 ° W -7 IQ NFU- N N tNV N 2 •- 1781.0 56 ,82,.9 , o L=7.5,V 11 f 5 825. M 118 I_ � J� V� 1824.9 .of ,826.5 3C a �O M 2 \ J \\ 3 c' y6 ;•c,?r Q w TC n 179.56' o CO 8 ? � O � � 18 � � _ _ - _ - _ - T e, � TC �I m / u 06 126 '9 •.p 5... y L=89.41' 1 4.40' 4� 2,20 N m 108 O 57 l� r s .p ,824.8 TC I A 1s26.5 08t 1805. AS•a O. .6, / rn O Nc - 26.31 1.25%. 2TC 78�3 - 126 V > TC N e:�o �' / Z ! S 25.94 23TC _ I i w 1820.5 °� /63a FS 28'0�---27.07 27.27 27.52 2�42 �L25 0.70Y_ FS 5'G c�J�J `r �.2\�, ��CY�X •. ���0 �. 26.29 T TC TC Q.0 27.07 8 35 p8 58 >z S\-�� 1272887 TC SCZ6C ry�P��� P 1 07 1808.0 , \•9 A\2S / 0•° L�4.20' L 22.3 ' 28.33 8� 0 =17.8 2 5 Op \ 18 1,.2 09 1823.8 30) ' ' ' 15• GNG SETBACK _ _ ` LSO' \ 0 1827.4 \ O �� ?J yT��?•" /'.ti 1y G 'L86G 2� y0 p8 / MPROVOEMEN PLANS�Mk 106 /° / 102 10 N r 1828.D 2. 104 105 .�S�•DP� \\ , \\. 2BVC 2,.17' y �G /// N 1829.Z N 1829.2 ,!i 18Z8.4 •N. 2 /� 101 1828.8 . RET. WALL PER 1809.0 \\ `\1\ S�' '2S p?A S 46 o ti6 _. °69 / 100 T828.1 _ / h SEPERATE PERMIT 2" P.C.C. GUNITE DITCH (� AO�. O• Nm �,' M. ! /- U Q C ','16.60 1 W/WIRE MESH L'� 7 ,�.6'EV 99 rn I 2 / FINISH PAD 3" PVC &AREA DRAIN \ O I a C \'�$ O g 5��`'�`'� •� 49.96' ! � 1 82.92' 4• T•__ J 6 1828.E 51.45' l0 55:00' ELEVATION ®25' INTERVAL � � o ���� O g• /-. •QV di O 5�4� 1829.0 98 SECTION S-S _ ° \Q�yO ` 1828-8 5 �� 0 1840 1 _ Q 1829. 00 N.T.S. d ry6j0 97 Or gA 2:1 - DO . a!'LZOT1 28 \ hh � 1860 PAD=1820.5 .� \ \, P •y°j _\ ,. _ DAYLIGHT CUT 1870 TOP WALL PER PLAN TW �. v \ \ ry` / a d FINISH GROUND PER PLAN FG PARK SITE PAD ® 1795 •0� `�'• 1828.EENCH «o.• / -�' o6F NO g�Q ti __ DAYLIGHT CUT wry. W 3 DITCH QROP05E f�N�SN 5 GROJ p T O W 3 DITCH �y,\SANG // �g8� ! L01 „M" 6 / ! 8 FL ,•� (To OPEN ASPACEA) y SECTION R-R 6 m N.T.S. SEE SHEET NO. 6 CONSTRUCTION NOTES 1 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2. GRAPHIC SCALE Underground Service Alert O � O2 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2. 40 0 20 40 80 120 Call: TOLL FREE NOTE: 3 O CONSTRUCT TERRACE& DOWN DRAIN INTERSECTION PER DETAIL ON SHEET 2. 10 FOR STORM DRAIN LINES "A","B"AND "C", (a> CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2. ) -800 SEE STORM DRAIN PLANS ( IN FEET ILA 7D CONSTRUCT CONCRETE BROW DITCH PER DETAIL ON SHEET 2. 1 inch = 40 ft. 227-2600 Q RETAINING WALL UNDER SEPERATE PERMIT © CONSTRUCT 2' GUNITE DITCH PER DETAIL ON SHEET 2. TWO WORKING DAYS BEFORE YOU DIG - 90 CONSTRUCT"V" DITCH TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 2. TJ SOURCE OF TOPO SOILS ENGINEER ENGINEERING GEOLOGIST 'REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED 6Y: • CITY O� LAKE ELSINORE 5-__OF THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND p2oFessigyk STATE LAWS, AND A PERMIT CAN BE ISSUED. �W4co F� PACIFIC COAST LAND CONSULTANTS, Inc. ---- R DIGITAL MAPPING ASSOCIATES, INC. CIVIL ENGINEMNG•LAND PLANNING.LAND SURVEYING PETER J.C.CNAO 25096 JEFFERSON AVENUE,SURE-D" INTERIM ROUGH GRADING PLAN LAWS C & ASSOCIATES 319 C & ASSOCIATES a 7 8 985 KENDALL DR., STE. A-301 1319 CALLE AVANZADO 1319 CALLE AVANZADO No. 315J8 MOREL. 1)69RNIA 92562 -_--SHEETS SAN BERNARDINO, CA 92407 SAN CLEMENTE, CA 92673 SAN CLEMENTE, CA 92673 TEL.(951)s9e-135o SAN (EON RDINO 66 FAX: (909)887-7986 PHONE: (949) 3CA 9261 PHONE: (949) 3CA 9261 6� /J « ExP. Ix-sl-� ♦ UNDER THE S PERVISION OF: FAX(951) 698-8657 TRACT NO. 32077 TEL: �•-a.J (X Di t,eb8 CIML FILE N0. a DESIGNED BY: DRAWN BY: KEN SEUMALO RCE SEALS DATE h'pF gN,\F \P p CHECKED BY: PROJECT MANAGER: CITY ENGINEER RCE NO. 1538 ExP. I2/37/2008