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HomeMy WebLinkAbout649-11 / 596.0FS - / 594:5FLGB _ CONSTRUCTION NOTES: TRACT. -31706 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 594.OFS T DOWN DRAIN P E 92.SFL GB --_._____• - ', _ ,� � '., ,... - __- __- - - _ CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 3 o-CONSTRUCT DO DR PER DETAIL ON SHEET 3 59, /o- TRACT 31 706 �Lp FOR CONTINUATION �CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 3 S 7 1 2:i I r 596.'SEE TRACT NO. 31706 - ,_._--.. --_-- -_ ..- 6 CONSTRUCT 2'WIDE TOE DRAIN PER DETAIL ON SHEET 3 7 FG �'• ..I 594.5�SGB _ _ - -. 55.60' 77.1E 7 F 66.26• ,5 Sc I iP' - - - INSTALL PVC DRAIN --_ CB _ 57,8FG ---� -. I --'1 - 2 '600.OFS C.606 pF• - -- U DR O DRAIN INLET TRANSITION P R TAI T 11 S LL 8' C SDR35 DR UNE w ���G I I 8 0 598.5EL H10 6045F� 73 Gg 61p OR6200 -._ _-- 12 CONSTRUCT GOWN DRAIN T R LEE DETAIL ON SHEET 3 _-GB II OFg f�>L_ B7._S� CONSTRUCT 3'WiDEX1.5'DEEP TFiAPAZ0IDAL CHANNEL PER DETAIL ON SHEET 3 ,L - - - -Q ---- ___ -�_ -- - _ -.. _ _ _ ____ _ i6 CONSTRUCT ENERGY DISSIPATOR DETAIL ON SHEET 3 D C. -f I 590.t)FS -16 - - " _. PIPE TO CURB OUTLET CONNECTION PER COUNTY OF RIVERSIDE STD.308 ON STREET PLAN ^, I' 1 16 57 B.SF GB 5.05, po 231 m' 1 I� W "�" It .. � � _... '- 6 \- 20.SFL 3% 6 - - 20 INSTALL 18*ROP DRAIN LINE 230 O1 1 'S�SG I _ 580.OFS 590 598,g FSF1P - q89-. 20.OFSGB 6 45 FS _ _ 7n _G 577.1 0 229 J N f l_ s.oFl HP s \ siaSEL._ R - - �576.9 o Ij If - 6 576.5 q - r 580. l� \ \ o o N GO - - 669636.OFS aW i r p T �^ f 1 f �2U _.-__l_.577.9FS -.- S>S p \�.° 58� 619.OF5 _. \ 13 / 4.5FL ZOD I D _ S7 1 4 8 .I I I "f - 576:9FL GB >40FFSC \. 590.SFS - \6T7.SFL GB 'Sq F a I ° 574.8 ,,S f 227 C _-- C B �z 3 30 F _ _ _ 1 E,. v./. 574.D R / - - - 55�99, `...- Bl 62B.5FL U 61. 572.8 0/ "225 �., cgs>> ,. �s1joF� QI� ow Tc o _ 0 - 5 SG p9 a l 6 S> OF \e U.1n etc o n 8.ao -._... __ 571.7 q soFs A " p �__--'-� �__.ny- an - d- �• - --_ - - 22 p2 7s6 h e n �5-0p• LIM/iS / 570.E s TG _.. (o` l.2 569.01 34. __...S.O . O \f o- „�a •..nh 't,� ....._--1 4 a _ n�-.... 58.0 '� B.DF lS OOSF� '`'O `y "� --yam __5^� a:. N°' '[n._ .c, •�G - - .._ 0'_. - ro 223S7 L. '� 5�,� S�90FS Ha � 3 56.DIN/ 6.8.,,E s < / / 6 \J - 569.E 0 3.0� G 26:20' 20.30• -'--8:3Y _ -'- �,' R};g� '---_ M$ - _. �. /. - r s491f.. \ - 1f 21.61 3s.75 , �y/ yOA-S�{yq� NaS.s� sl> � 2•,% �. 63% .m`O / gR9T pF� SS2 3>9 583 OFS � .165F5 _. -.. '-' 72 _ _ `v `1 �4• `, •�. FpR S \ OF 2 OF(,.. 620.OFS ... „ F4'M/T �\ � S" 619.3FS. -'-c° 95.0E 617.8FL B.SFL 605.OF5'- ___ _. -. I,..,_... - � ., � \ 72• /ti4 234 i i i � sa.00• w ro / -� 35. o b ?O• E9SPy0 / �5�698 __01' - HIP 233 - ,5 3 3 - 235 236 / / 4g 33 - \ i 6460FL 576.0 g, 575.4 / 237 t 11 c 200 220 1 ��� 0 a v 3. 23$ / / \ / / _ B2 s �2�p� - -__ _ - 636.CF a v - 1 / l ry� \ S A / Q1oo-6:9 S T" 2782- 25.8 52�b --`-591.1 3a 5 634.OFL` B T� -- I r 573.0 1 239 / s6 o q ss1sFL ,2 F 6ao.OFs / 0 f o 219 LGRADE BREAK / .. _ ��78.1 '� ._._- I __-_ /.". / 571.8 \ / S5a-: �'.:- Cf. 't1 v .• ._..... 588.7FL 6 F 630.OFS� 646 OFS . CC �� 580, 6 89.7FS �-590.iFL 6 I 5 6220FS �- 638.OFL- m� C B �'..._578.1 577.8 .577. I - -� --.._ I-- �.. / 1 '��/ 240 / eb .83. �`. �)• /. 5 SINV I GB I 205 L - 628.SFL 64a 0FL I 590.6TW '-1i �--�, F �$ 574.5 ., / _ s39sFL 577.4 'I 577.4 1576.7' S7g.7- f 5 6. y \I SS2 - I- - 588.6TF I \ .91 - � 57 `_ ss.o7' 1 s7s.a s7s.3 570.3 � s,� h� - o 'Y ! I - i ' z 7.71 78 .TB 137a.1- f 5 2.9 ! o c+: \ !O I 578.1 r r I o o C 2 1 1 N I I- 57 - %. ,57 ? B / , 3 "20 8s IW 7 0 216 I 215 N 214 m � /�/ 5 13 �� W. I W 15s5 y i. 585.6 I 0 I 591.1 F ( \�� W 0 0 588.6 0 PLAN N z m W 1560 ,�.. \ WALL I SCALE: D o n \ RET. AL- _ 2,•! 50 /w 10•. r� V �4 s:7• L 590.6TW I PER A M I T 556.9 FL 559.4N✓ / O° 30L � .'� `.. "17 I 588.67E -SEPARATE PERMIT r 58.33 58.30 58 31• 559.1 FL �'7-, - n _ .. __ -- 5WlF -\ �G _ 58:30' �58.4D' , _ o a � L D�-� I A^ 101 558.97E, 567 3TW 567.4 3> Y\ 52 00 53 j W --.. .OFL N 555.7FL m iv I i o I i 558.97E / .rc 4,j. _ '.1- 8 _ UJ 1 m 1 a 1 0 ..- .I< RET.WALL I _ ' ' 0. / /,�' �� .-. ..---- 8.03!. --- I i - _-, p_,. W 1 I m I '-i a� N PER A 2 ' / / �^w� _� W 0' fn 245 244 243 242 sEPaw7E' n j 6 sii:a7E s ? �GSSO 5,0 -tcM zo - 248 �, 247 246 1 . 1oss6 / SB, � Ms DRIVE 9 �,. 2 1 0 552.5 554.5 m 555.5 I 556.5 I 557 5 558.3 PERMIT v c q\ - I_ 24'I m - _ l p 559.3 °°° 303 // �tMi ss2g •-B_' -- - - W - V - 1 =sslLe B 572.8 / / \ / - PAD LI ITS I �B w 301 �C 53ss�- _ o RET.WALLET 3( / p °: 'PER A / 53.56 54.50' 58:30'Sf'Q-- q`c 58 30' I 58.30'� _ 58. j 58.34'_ 58 26��. 58.60' 50 00' `L h`O�� �, 563.5 I 53.56 55.73' / I SEPARATE / 575.2 / / -../ / - - ---- ` - - -- .F°' I PERMrr, I 305 ,J ( REFERENCE DRAWINGS: ' / 577.8 I I - - _...I. STREET IMPROVEMENT PLANS: P.M. 30962-CANYON V AD &RIM DRIVE B 10 � 306 HI HILLS- 580.4 TRACT NO. 30493-CANYON HILLS ROAD 6pao .575.2TW85-27 28 � r8'S- 37-_ -31039 I TRACT NO. 30493-1 THRU -9 ON-SITE N 10 5o 571.8TF 3 308 % a 9 7 �". A��1 7 582.9 585.4 588.1 590.8 a -- -- -_.-- -- --- --- --- .---'' ----- -_____ .____•__ ~ ---- ------ -- ----- -- ---_._-r/ "R W 300 SEWER and WATER IMPROVEMENT PLANS: - -- _-------. ----- ``-- - - -_---.._ -_-_ f59.50 54.34•. c4 Im 7 560.2 1 / \� / / I' '� '� Y P.M. 30962-CANYON HILLS ROAD & ¢1-- ---- ---- --- 5 .. - 59.50' 59.50• 59.50? 59 'o- 59.50• 59.50• A' �A g o \ s� I �� 11 1 ! -I- - HILLSIDE DRIVE TRACT NO.A BGL✓ A \ 11 �� I RAD RPAk l I _, I i TROAD ACT N0. 30493-1 ATHRU 9NYON L ON LS-SITE O PAD LIMITS @Q' a \ £6 _. 576.5 - - a IL •p�` I ,., h� \ -lyL--- - - TB 591.8 591.8 M SJ a I 1 O I$ L_I J o �'h�° w -/ / - - I I DC�i I 589.1 --589.1 TB 50.50T8 - STORM DRAIN PLANS: TRACT NO. 30493 293 l q 294 295 `296 (0 297 298 l o ss,.7 1 -__840. sa6.a a l TB 50.E m N o o DG. / 1 - r 1 291 0 292 l o } o \ 576.7 / 579.3 .2 / 581.7 584.0 552.4 553.4 I W 554.4 I 555.4 556.4 I 557.4 I 558.4 559.1 299' 50• 6.95,TB 60.61 T8 59.62 - 1585 NOTE: 9 a 0 $ I I I m 556.4 w LEI'^' I 6." j c�U � 4 - �\ •^' ,57 158 - 2. ADD 1000' TO FINISHED PAD,OSPOT NAND ESTREET GRADE ELEVATIONS. - ^ TB 59.50' 159.50' 59.50' TB 59.50' i 59.50' S9.50' 7 'y.� 69.34' I = - I TB 140.79' 1570 - m 5�•_� 59.2'_ ' .50' 49.50' 49.50' 49.50 49• 555 49.50' 52.71' 69.34' ^�° 155 - 1565 - 569:���55 r �' m 2:1 55 :1 155 L_ 2'i. -. 3 T555 1560 52 .t#" "n 6.8� -- ---- 154 ea 1 -_ �� 564: 5� ---- ---- -.: 550.2FS 49.58 51.�5508 52.25'- 5.36-� 560.4FLGB._ 1 I I 549.2FL- 6 I,I 5483FL 121. GB549.BFL- -_� , 6 �I 1 �� I - ^ 9 m S ro g o•, o g c I -.. Q, =2. 5, I I DC 1,. j 2 i rn 3 t n n � ro_ ad 16 ,,tea a, I, - ���a 1 l 53 °, I N 570 m - n I^1 A 2 1 1 1 - 1 " 354 1 - 3 a 567.9 3cJ8 3cJ7 1 564.7 GRAPHIC SCALE 1 370 369 368 367 366 365 1 1 s zo 2o'''s' 361 360 wl i 359 356 1 A 355 362 1 5s1.2 1 0 3 6 4 3 6 3 I I 545.3 545.7 w l �� 546.6 j 54 553.5 557.2 .1 _ b o a 2.5 542.7 543.0 543.2 543.5 54 .7 544.0 66 �I 8.3 550.4 1 e S 0 544.2 544.5 544.7 III a ha w I IMITS 1 \ 2zs6 (Irt FEET ) ..-.__ � 1 inch= 40 ff. • SEE SHEET 10 NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY., 1 opROFESSOV� CITY OF LAKE ELSINORE i l �\ CERTIFICATION: ayEP ,�� BV ENGINEERING` // SHEET: 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W IN THE ,y�� GICIVIL ENGINEERING T.T.M. 30493 d3 0: No.29242 p LANG PLANNING G n�OO APPROPRIATE CONDITIONS A OF DEVELOPMENT ANDD. CITY LAND SURVEYING OF: �9 p Q Q 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 3 � 5 1 enm 3-31-2007 * (181 CALIFORNLAAVE.-STE.102•CORONA.CALIFORNIA 92881 N :/¢, Sl ^Q 909)280-4W FAX(909)2804150_ ROUGH GRADING PLAN �FIILLE��1NO �� TWO RR VDU DIGS 6 KEN SEUNALO, R.C.E N0.56915 DATE qTF OF CAV1F��� DOSE H RTGE LICENSE N0. EXP30ATE W.O. FOR: IF.B. _' D 7✓o 1�1 11 � 110