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HomeMy WebLinkAboutTr30494 Pa-30B Carina Release 1-5 pg.7 CONSTRUCTION NOTES 7 \ LFE fO CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 �k ARCHITECTURAL ENHANCEMENTS M \ 1605 PERSEPARA - - - - -- - 1 2O CONSTRUCT 6'HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT WALLS - - -' - p ��pTE PERK _ 598.9E 598.9FG SE CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER .SEPARATE PERMIT °s, - - _ - 598.3FG_ O NOTE: - - - 5963E O4 REMOVE 1 BLOCK FROM BOTTOM COURSE® FLOW LINE BACKFLOW VALVES ARE REQUIRED FOR n - - - _ 597.Sf a o O5 CONSTRUCT 4"PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4) LOTS 12, 13,15-18, 22 AND 127 Y^c 597.3FG 5BT3FG' o 1F `� 7.6FL �I 1% HP 1% I HP FL _7% © INSTALL 6'S0. NDS GRATE INLET NO. 05 GREEN PER DETAIL ON SHEET 2 (GREEN) P 1% `" n HP 1% 97.STG i% 1 597.3TG I 597.8TG 6 g 1 59 .3T 6 5 T O7 CONSTRUCT 3'PVC PIPE WITH CURB CORE (INVERT 112"ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE O 11\� - 7 6 6 g 51NV 597.OIN (-) I 97.51N STD. PLAN NO. 310 ® INSTALL 6"SQ. NOS GRATE INLET NO. 05 (GREEN) WITH SPEE-D BASIN NO. 201 PER DETAIL ON SHEET 2 ZNN 8 -Y 1 oc \ 597.5fL \ ..W�••''" ' \ Hp. HP n 597.3T 11 I " STG g8 9P F 9988 ..53ETG ,®2 7 T 1 p-5591 P6 R PERIMETER BLOCK WALL E 597.5F p PROPERTY LINE PER SEPARATE PERMIT V" g7OFL FF=59577 H 598.OFL 5 97H.1P5I NFV PAD= HP 8 597. 597.8TG I GFFa L 2 5' � 8 95.71NV ° ' 596.11 8 I 596.61N � 8 96.71 2 4 1 PERIMETER BLOCK WALL I 4• MIN. BUILDING $ 11 GFF7• 1 ' I 3g 6' 2 3' PER SEPARATE PERMIT 5'MIN. I - 2, 3, SIDEWALK LS MIN. MIN. .. '� � 59e 61G 8 G� 3 3 i"1 M1s» `6.95• :<:: °"� 5G62FL 59G.2FL .. .77 MIA. MIN. BUILDING 2 4 5FL i4 GB-1FL 7G8 1 1 2 4 =598.27 ; =98 1 3• 2• ;':, 598.69G8 BUILDING `� ' • MIN. MIN. L 2:1 VA) 20%MAX..;.,PAD :' 0• = 7.69G8 .Fi98.1___ 5.00' g n y 597 1 IN. Fu aRlEs ;•.PAD 3'PVPIPE2° SECTION E-E n ni of 3. 9.BVI b r 1 4n_51.00' 9851:00 59 1 J . PAD4 27,MIN. N.T.S 209 Mq AX. 3'PVC PIPE \ G� 0' 2901 _ i ' 96:89BW .596a VARIES �� Si'�E _ E 20.5 9 A _ 9 '3"PVC I '' SECTION D-D ` 595 - .0 , N.T.S. WALL @ PROPERTY LINE A PH T M N �,, �" 4 'SHEE 6 A- , 491M NV 7 .59 .1596;4 11.0 - - - -. --- -.1--.-- - ' 4 6% � �O� .5 :398'N .8.� �ram• � �� �� � � -.0 V� 1 .5 �n� --_- N 6.0 6 _ P- + FL ' . GB 3 'I 2 4 N N -� 5.40' 596.8E GB '+s "'` 74 Nf • -a _ 7 -589 ,,� V p�� � / 1 Y�'_� 5 ?FL , °N� � .`: 2 4 'I � 1 FL 8 97.OINV ro FL 7 588 9 ,,5 ' p , 595 GB .`uy1r .74 3 3 97.4TG I GB I d 597.51NV 59HP HP - 7 58h.48W.: Q`1 to o \1" rn� 1' N D• 59�8 - 96 4 2iFF596�3T M1 , 7.1T 597.OTG I 596.31N G g 597.8E '1 " 597.OINV G6 8 o [J V 1� o V r� SFL N� 3 ` 595. � g g5 41N 96.OINVIG6 8 HP � ZA 598.3FL p of l II J 1 bm I, 5 1 = 8 G V 1 2g41 NV• 595.94 59 Ci 596 6FL HP F_598.07 97.3FL I I 5.60' PAD=598.4 d 5 80 C. ' , n S 1 0 O.iFL •N 3 1 GFFc T I C n n gTG 1 9 8 04.2 N HP 7 3F B HP b pAU=597.9 FF=599.07 98. 71 _ 592 G 9 � 6.6FL `� FF 598.57 7 4 - GB 03' �- Ii -.. 8 591.9W -- Opp= .4 7• ._. 3 1 2 4 .04`� 4 FFa597•y1 I 4 597 1T g 598 T � 597.9 -8 �59�� 591.91NVIG 8 �� � 5F �9 � PAOc 596. iT 8 � 6 � 5 0 597.6TG 597.31NV 6 97 NV c 1t. 1 iG 597.iTG T 1° to I' S 1 n 585. � 585.4FL G 590 ATG g 41NV ' S9 HP A 59 5 ' 96 4TG g g 59 -6 ' 596.31 596�NV 596.SIN 96.81 V 1�598.4E 596.21 I 7 HP 95.61 1% HP FF= _ ` %.. 597.4FL I 1% H7p.9FL HP .94 � 3 •1 7;IT 590. FL s. PAO= lip 5.50' �I�;v 5 � 1 3 5 se .5F c 2.2E 2 4 f N� 1 `••^2 4 r 8 586:IINV `� '• HP � 5 NP2 ' 595. ' ' �" �p s p 58 .585.d9 s�.1 7 u 1-0 97 g ' �g�HP v, m D ,n�577.2FL 11 1®4° '� rL 0.6FL 3 94.51N 1%�� "- v P 5 m 1 8 g 6lINV 0 3. 59 6 p' F ���. 34 5824TG 1 84?INV 1MVF .1 o G 588. I H 591.37 D 59 4.51N`I F 577.54G8 0' 58 7 1. 6 171N � HP 595 598.3FG F 598__7FG� 94 i®4" c� GB 3 4 58582• L '_ . HP B PAD=590.7 592 21N 8 •8 592.21NV% 159 F 77 ' 1%. 59 •3 597.8FG 597.8FG - L 52. i ,o t .9F '` IN T 8 ®• HP t- HP �>5ga- 1 4T '- /__- 1595 3 GB ` t 581.61Nd G ' r�g6.27 ,� DAD=` 9 - 8 9.71NV HP 597.OFG 7• 7UBUlAR STEEL FENCT 589.71N o 597.OFG -�-� t% I ' 5959fG!' �- 5 .09' 5907FL ! n 159 8 516 ;NV t 595.9FG � 2 4 �a511.79 � 5 8• t - -: 8 .3 7.OIN 1% ' 0.3f /) 1 I Pr�g3A 85.3T 8 6 584.51NV ag 1 I 593�F� r-- 577.5 GB 8. HP !' S84.5\N 1% ,0 1% HP 593.6FG 576.3 6F 11 t 582JFL 1% 5 NP 1 I-o, ' 591-.OFG 1 1.0- 1590 1 577. � g1.04 8 7, 6 o+ 591.OFG n HP ® 3.OFL HP n PN�..-• 581.91N i% 0 0 58 �c576.31 iT g 58Vf 1% H n 58� - \ /� VIM, ►. t 579.2N 1% ' ' HOA LOT 5 1% - 577 4iG ^ -'.4FL 58 t - 585.9FG "� .13 577 AT' 8 6 76 61NV �\ m 576 0 g77.7FL 1% ,• ,� 1 583.3FG - 583.3FG 1% HP o - v 1� 58� 560�fG '`dry 49. - ' h 578�� 50. p- PERM ELFENGIT s 57� � �BU WOODEN FENCE _ I inch=20 R. e n , a a ai 10 20 M 80 N75 RELEASE 1-5 & 1-6 ► MAP G16APHIC SCA I"=T) UNDERGRMm @ERVm NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: Ess/DN PREPARED BY: CITY OF LAKE E L S I N O R E ALERT 1 THESE PLANS HOVE BEEN REVIEWED FOR COMPLWNCE WITH THE r4t)t�TRC TRACT NO. 30494 PA-30 B SHEET: 7 7/17/08 SAEe 7 By 7A o9 2L ao°B APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY (DALD4�� 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.23434 CARINA RELEASE 1-5, LOTS 12-19 OP14 a ��c�-kIA�� f�-��0� * EKP. 12-31-07 * ONE CORPORAAE PARK.BTE.101 IRVINECAIIFORNIA9T600 AND RELEASE 1-6, LOTS 20-23 & 125-128 e/lrl a�a� 5 I�q!S�UMALD. R.C.E NO.6"4a•,?11q ' D4m TEL 19 )e 7l FAX(949)852-9582 TWO WURKING DAYS 6 f/I �T9rFOFL IALIFOR�\P � RCE 23434 12131/07 PRECISE GRADING PLAN FI90 NO. BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B. 6 L9K- 51i,1/°7 1W A*6ah- 19031,t71