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HomeMy WebLinkAbout2007 - Santa Ynez r r I I ° a c V) N 2 2 o W w 0 0 PAVEMENT 0 VERLA Y I 0 v U > > ® Zzww AREA TO ENSURE " X-SLOPE TO GUTTER �I °' ° w 0- m 0 n © W I " " � U. SCALE 1"-10' 1-1.5" MDU DED 0VERLA Y IF II 4 d' z nw. cwL. w w EXISTING NEEDED TO KEEP STREET EXISTING GUJER ° CL CL. ���',/�° BUILDING RUNO F WITHIN STREET F L 898.65 9 ( l d I 1 0 © Q o 0 10 20 GRIND EXISTING AC MIN. 3' N WIDE X 1" DEEP ALOND CIL d �; til 00 �' m EXISTING BUILDING PRIOR TO OVERLAY �d o a HP 900.2 � ..._ i r� _ .' '�, •' o. ; � � � � �W- �� _898' r PIA-m.-84- ;t w CL ry w o EXISTING CIL °n ca N M •¢ 900-----_.. 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C''� ►� v;a I SEDIMENT TRA PSVAULT x , ' E PORCH �' 1899 , £L 899 I I GUTTER PER C/TY S a. v� dw I\ SEE DETAIL Al 8' '�/hy PARKING :P DRAIN PIPE o.5x MIN) PLANER A • / o x a� ( I I V ...... arw .1 1 R ` EDa._�..�-_.._�....w.r__..w.m..�_..-_ .�.-.�...ww....w._o>..�_w�___�.__rraww..w.wI ' ' ! 418 TYPE A; TIE IN � .l• •��`� I I j ' t T,Awe EXISTING TO NORTH ° blS••••..•••�5� ,� r x- x- x- x x...tea. x J t „ EL 899 8 PVC DISCHARGE LIN X I , i d• 900 5 2/� MIN 12 900.5 , g d \ �` 2� I , � 8 g"l �� � i SA I GARAGE _ , ° ®0.0 !_- I 3�,`' EP !� + EXISTING �- t W . , 1 w°"4/DRM ! I . Z > `1 GARAGE .. \�..�eae. RESIDENCE 1 uj I I \\ \ �' Fr 899.5 I i • _ S 002 d. x l I I PROPOSED PROPOSED 2 • I �,� _ ---- i. I_ --�-� W 0 x J . 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' ' I W w• .sim.•er..rc r.m.o•m.o.mwa.s..wr•r•w..e•r.nr�.nw...eavm.•..n....m...e.ww..e.woo.......s••.wr..ar.•..n.r e s erw..•..w.a..res.e.••r ...............re•e r....wr o♦e.r.n.o sew.. •• 1J �„ prp •K '•{.d. y Fsem•.Y.aO a ..wwq r rr••a.w.e.ev..•• ••rr.e wro.r o.enw.e•ww.r 6 e e......•.mw..wew.e�wr•..rr.o mn o e asw s e r.w.o.sum•o aarma e.rr• wmv..•Lwr. •sw+o••w.m.a 0'wn.v o.wMlr e• I'. b•Mm a wra.r d o-wrw.a iiaam. w.waf'..atao>f'ew'wo a<mR'..e.a.w.a rm.n a s wa; s. .r s>>>wP.o..a.uw t a acw.e m.n+.o x..w o e wvr a.<�. 0) c� N1_c?'Og'S0"E 23'5.99` � o � x �, f..� a NEW GUTTER 1 _ F/L 899.20 I i PAVEMENT OVERLAY = ° • �'"" "- �' AREA TO ENSURE j 1 �j LLJ X-SLOPE TO GUTTER I N GRADING & DRAINAGE NOTES: STREET PAVING NOTES: �� � � 1 ° _�, < � � UJ 1. FINISH GRADING MUST ENSURE` THAT ALL SOIL SLOPE'S AWAY FROM RESIDENCE 1. SA WCUT AT LEAST 12 INCHES INTO EXISTING STREET PAVEMENT TO PROVIDE A I "' � , , � vQ rrs�m t-••. FOUNDATIONS A T 2% MINIMUM. L4 STRAIGHT PAVING EDGE, THEN PAVE FROM THE LIP IF THE NEW GUTTER TO THE SA WCUT � 1 I "'� ;� � �" Z LINE. THE NE°W PAVEMENT SECTION WILL' BE AT LEAST 2 INCHES OF AC OVE AT LEAST 6 0 ; ; II � ° � °�° � � � 2. DRIVEWAY & PARKING AREAS MUST INCLUDE 24"x24" CONCRETE DIS (CHRI.STIE INCHES OF COMPACTED CRSS` 11 BASE UNLESS OTHERWISE REQUIRED BY CITY PUBLIC 1 I z BOXES) WITH TRAFFIC .RATED GRATES. NO.R.�S DEPART,�iE�/?: TAPER AC BACK TO EXISTING EDGE OF PAVEMENT AT 5:1 I e CL < J. ALL ROOF & SURFACE RU4`,`oFF SHALL BE COLLECTED & PIPED TO THE SEDIMENT 2. AN AC PAVEMENT OVERLAY WILL BE PROVIDED FROM CENTERLINE TO THE NEW C^'SO' FROM PROPERTY LINE) f � � � � (f� � W T INFILTRATOR DETENTION SYSTEM AS SI OWN. GUTTER LIP TO PROVIDE A MINIMUM CROSS SLOPE' OF AT LEAST 0.59. WITHOUT AN � � (0 Z Z TRAP/VAULT, THEN DISCHARGED TO HE IN T R OVERLAY, NO CROSS SLOPE WILL OCCUR.. SINCE THE EXISTING PAVEMENT IS ESSENTIALLY `s ' (0 �- VEL. 1 m U 4. YARD DRAINAGE MUST BE COLLECTED IN 12"X12" DI AND TRANSPORTED TO THE !EVEL. I I '� 0 00 T 1 " 4"PVC SMOOi��`•°-WALLED PIPE'. �., � a � �" � m � M DRAINAGE SYSTEM N ( ) J. PRIOR TO PLACING THE OVERLAY. A STRIPE OF EXISTING PAVEMENT (CENTERLINE �-# I ' •: Z �, r� s� TOWARD THE PROJECT SIT) WILL BE GROUND AT LEAST THREE FEET WIDE AND ONE 5. DEPENDING ON FINISH GRADE AROUND THE EXISTING RESIDENCE, 1.2 x12 Drs & 4 r �., ; I a L Lj 0 v- PVC PIPING MAY BE NEEDED TO COLLECT SURFACE RUNOFF AND TRANSPORT IT TO THE' INCH' DEEP TO INS R�AS'E 1'HE' OVERLAY DEPTH .AND REDUCE THE POTENTIAL FOR U) I uj PROPOSED SEDIMENT VAULT & DETENTION SYSTEM. t�°NRA VEL LING. � I n d�'•. --�» � 4. THE PAVEMENT OVERLAY MUST EXTEND BEYOND THE PROJECT FRONTAGE AS 6. NEW CURB & GUTTER WILL SLOPE ABOUT 0.2X TO MATCH EXISTING GROUND SURFACE. ,, , _ ; I. I � C3! z to CARE WILL BE REQUIRED TO ENSURE POSITIVE FLOW, SINCE EXISTING CONDITIONS ARE NECESSARY TO PROVIDE A SNOOTH TRANSITION WITH EXISTING ASPHALT. FOR EXAMPLE, ; I, �w a Q00 LEVEL. AN EXISTI•Nf PATCH AREA (WHERE SOME SETTLING HAS OCCURRED) IMMEDIATELY NORTH ? W 1°' NEARLY OF THE PROJECT AREA MAY NEED ADDITIONAL OVERLAY TO PROVIDE DRAINAGE AND �1, '' 1(' \ v 0 51�lC/oTH TRANSITION. t ""' 7. A 12" INSPECTION & ACCESS RISER WILL BE PLACED FROM GROUND SURFACE TO. THE 12. ;� "'� a.. .; BOTTOM OF THE DETENTION SYSTEM TO ALLOW MAINTENANCE OF THE OUTLET PIPE 5. ADDITIONAL OVERL�4 Y (SLIGHT MOUND, 1-1.5 INCHES THICK) MAY BE NEEDED ALONG ,� ;r� � ASSEMBLY. THE AL„A;;ENT DRI VEWA Y APP.ROACN (IMMEDIA TEL Y NORTH) TO KEEP STREET WATER FROM -0° FLOWING, ONTO THE ADJACENT DRI VEWA Y, SEWER CLEANOUT RISERS MUST BE RAISED AS NECESSARY TO ENSURE ACCESS AND SMOOTH TRANS!TION- PROJECT No.: 6. CITY PUBLIC WORKS APPROVAL AND INSPECTION ARE REO`UIRED. THIS PLA N HA S BEEN R1 E VISED BA SED 06-006 R E '4• .LD ON FIELD OBSERVA TIONS TO ENSURE 7 TRAFFIC C"ONTROL MUST BE PP,O VIDED DURING COiYSTRuCTION TO KEEP ONE CANEDATE: OPEN Air ALL T'MES AND TO ENSURE THAT PUSLIC SAFETY IS MAINTAINED THROUGHOUT PROPER DRAINAGE ALONG DRIVEWAY NOVEMBER �'�°� PROJECT CONSTRUCTION, FLAGG�'�IA04, SIGNAGE, AND WARNING CONES MUST BE USED AS t NECESSARY TO ENSURE SAFE' TRAVEL AND PUBLIC SAf ETY WHILE' STREET IMPROVEMENTS AND AROUND THE EXISTING (FRONT) DESIGNBY: E.J.G. ARE BEING COMPLETED. ANY WORK THAT OBSTRUCTS THEADJACENT DRIVEWAY ,�QE,�/DBNCE AND TO PROPERLY Y IMPPO V�' (IMMEDIATE'L Y NOR T14), SHALL BE COORDINATED WITH THE PROJECT DEVELOPER (KERRY BENNETT, 441-JJ9 AND THE ADJACENT HOME OWNERS) TO ENSURE PROPERTY ACCESS STREET PAVEMENT C�C DRAINAGE SRA Y: IS MAINTAINED. ADVANCED NOTICE (48 HOUR MINIMUM) IS REQUIRED. M.B.T. CHECKED BY: E.J.G. SCALE: 1" 10 SHEET OF MINOR t __.....------------. ,...,. _ ,......._ _ . __.,. 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