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To So CONSTRUCTION NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. 30 TRAIL LIGHT PER CITY STANDARD 7905 31 MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC 33 WATERLINE TIE-IN PER CITY STANDARD #6330 35 WATER VALVE &WELL PER CITY STANDARD #6340 9-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 4� SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @-SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 4g THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 G COMMERCIAL -INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING -PER CITY STANDARD #7910 LED LUMINAIRE TYPE t, ARM LENGHT=8FT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 g7 JOINT WATERLINE TRENCH DETAIL PER DETAIL 67, SHEET 80 gg MID STATE NON -TRAFFIC RATED GRATE 7p BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED.REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 7g STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 gp MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN 93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR S" PVC PER CITY STANDARD #6020 0- 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 gg INSTALS TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN FJOEB NO. 135-100831-14001 Q�pF ESS 10�, W No. 7 79 � EXP: 6 30 7 IVI F OF �A 0 Lo N � O CO W m � N � -0o CO00 QU) _ J > Z W � Lu LO co J I- W U w O w 00 CL DESIGNED BY: CZ DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: 11/30/2015 CITY SPECIFICATION • OR H V SCALE RATIO V o, ---�•►�1 =201/1"=41 3 SHEET NO. 00 �0Ci of CL 1 JOB NO. 135-100831-14001 170 160 155 150 1 1 1 ' 1 � 1 30 STA. 10+02.86v 13.00 L INSTALL TRAIL LIGHT PER SHEET 13 9 SQUARE OFF 4 -- ASPHALT FROM RAMP TO PATH TRAIL TO MATCH � ♦ � EXISTING GRADE C_ �,l�r� AT CALLE JAZMIN CONJAZMIN,_,.--11ON K=1.40 LVC = 20.00 AD =-14.26% VERTICAL DESIGN EXCEPTION °+°° TRAIL CENTRAL(SOUTH)"+°° STAm 10+00000 -11+13805 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' 170 165 160 155 150 rn rn Ki cG 11+43.67 co 74 1 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 80 SHEET INDEX N.T.S. CONSTRUCTION NOTES0 : (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 . @—CATCH BASIN —EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 7O CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO—RETENTION AREA @—STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL 30 TRAIL LIGHT PER CITY STANDARD 7905 @—MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 @—FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @—WATERLINE TIE—IN PER CITY STANDARD #6330 35 WATER VALVE &WELL PER CITY STANDARD #6340 36 BLOWOFF.ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 4� SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. 42 SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 4g THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 G COMMERCIAL —INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING —PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=BFT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 67 DETAILWPERRDETAILR67CSHEET 80 gg MID STATE NON —TRAFFIC RATED GRATE 70 BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 7g STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTALL ROLIMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN 93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 An INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 9INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN Q�pFESSIo x\ �c0 \,_ . F l w No. 7 79 m XP: 6 30-17 C/0- OF CAt� 12 � E(%4 0 � � Lr) N c) U U M � 0) N � �U a) ul o W o- o0 U Qw �m 0_O QU) � J > Z OQ W U) W uj Q L0 (0 00 N N 0 C�0 �o zo ;I 0 a� Z z E­4 wH 0 � z Q U CD a QE tii J I- w F- w -� w O w a U) DESIGNED BY: CZ DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20'/1 "=4' SHEET NO. 41 of 91 0) �: "D 6 C) �+ CY) T_ 6 C) + C) T_ �6 L_ 4-a a (1) 0 J) .� . F_ (1) .F 2 F_ U) a) iz Q) (1) A-- U) .�_ 0 < 0 �_ T_ C) C) qtT vl- I T_ Cle) 00 C) �' C) Ir- L6 CY) T_ .�_ V_ CY) 00 C) C> T_ -711: IL 190 185 180 175 170 165 160 n rl') Co T_ %--., 9- . I L I . I I ..... ... .. ... .. .. . . .. - . I .... � .. . - - .... ... - -.---,- .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ...... �__ � - � - ---- � ........ .. ... .. ........... ....... ... � . . . . . . . . . . . . . . . . . . .. . .. . ... . ................................ .. ..... .. - � - ... ..... 1-11-1-1--- . . . . . . . . . . . . . .,-..-.. _. - , :1 . !::::;:::: I Z � I I I - - - - _1 --,-,--,--,.I I .... . � 1 14 - - ,------,--. = I _.".__+__.__ ...... T__ - - PVI ELEV = 182.01 ' I _1 v t__ 11 U,7-- -, - - - - I I LVC = 30.00 - - - - z - - ....... AD--=--3;,0-7%­ - - C)l L C�l C:) . ................. . .- :�1111114mll �*1111-�mlw k I M, . . . . . '."' .t ........ -­­­'-------­-----­ 40� () . . . . . . . . . . . . . . . . . ... . .. .. __ :::::. . . . . . . . . . . . .. -I 1w. I - - -411�11m*wxl_11.1�*`w IMMeWIMIM- *wq__-..mlo.*.Axl I ..:::::: %w'w*_..lm .­ . :::::::.. ..... .. . .. . ... . .. .., '. . . . . . . ... .1 ... ...... ...... .... u-i 0! Lci u F )70 V-- C I T OCR +0 - __ - -,---,- -" 111-11 .----­----C%' v b.. ",-50 ... 64'"­_ "'-'----PVFStA- V_ , - ' . . pm SIX .... T flT . I 'w 00 L ' PA E PM �LEV = 175.44 LLJ 0i C, - - __1,74.36 - _'..9"_s!_.._ll__lll_ll'____x .. - ____+ K =� 2.58 K = 4.1 0 . ��' m ;�7 L . m Lu I � LVC = 20. 00 I ­ � - - _-, N~ .__-__LVC­�t .... 3401RQQ­- - - , dw AD = !L-11.64?ol A ) = 4.87% 1 � - . vrom i FINISH GRADE I I_,.DE�IGN .... EXCUTI(N ...... . . ---,----,-,----------------------"--I ......... -1-1--i ­Z-­-4-,­- N -------- - I ­�llll I - - CA ,I - eq - I------ -1 ...", I - "I "4_ � �"I ."� I "I _'.. I I 1 -4- "t- 4 " 4 : ­ -_ I I z ... .. - - � "'Z. 9:.". *.�.�.1i�vl;�e"%%:�.�,'�Pl>�.�**�,�;��v* '1�001.% ..'. ' ......... ­­" . .�;�"." ... $.1111", .... *.,.,: ....�'. .' I ...... -:��':�"'..nz'k;$'� . .�;�'."'$.. : . . . . . I... .. W: 4 �rx��.X<,".,��,�.�.11���-�,,�.I C::;.,::n�:.�.e..,:�%�*,.�.�::;i-:,.: ' * - **.**'.'.'.'.'.'. . - % "I ..�.�,,�..k4�����l.kl.�.111,�,�'ll,�-i�:-�l..��%.%..x.;%"**.,Iv I 1* . . . . . . 'I.,,..,- ..��s:-'.*.z'."..'. 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(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) Q-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 1 (�) - MID -STATE JUNCTION STRUCTURE PER DETAIL 102, CATCH BASIN - EXTENDED SIDE OPENING WITHOUT I I WEEP HOLES PER CITY STANDARD #3360 0 CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 (�)_ INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO 810-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 G - STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 @ - 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. @-TRAIL LIGHT PER CITY STANDARD 7905 1 0- MANIFOLD MUL11PLE 1" WATER SERVICES PER CITY STANDARD #6260 @- MBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC 9- WATERLINE TIE-IN PER CITY STANDARD #6330 @_ R CITY STANDARD #6340 � @-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 @_ AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 @_ SEWER MANHOLE PER CITY STANDARD #6610 @_ SEWER DROP MANHOLE PER CITY STANDARD #6620 1 I@- SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48"' MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @- CITY STANDARD #6810 @_ SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL @_ THRUST BLOCK DETAIL PER SLO COUNTY (9 STANDARD W-1, SHEET 85 MONUMENT AND WELL PER CITY STANDARD #9020 1 I(@ - CURB RAMP DETAILS @ A88A, SHEET 85 & CITY STANDARD #4440 (@ - PIPE CULVERT HEADWALLS, STRAIGHT AND L ARD D90, SHEET 85 ' (@ - MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 @ - BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 @ - MID STATE CATCH BASIN PER DETAIL, SHEET 80 G - COMM ERCI AL -INDUSTRIAL DRIVEWAY I PER DETAIL 93, SHEET 84 @_ STREET LIGHTING - PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=8FT @ - 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80 @ - DETAIL PER DETAIL 67, SHEET 80 (@ - MID STATE NON -TRAFFIC RATED GRATE & - BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 71 - RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 @_ CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 @_ STREET BARACADE PER CITY STANDARD DETAIL #7330 @_ REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 @_ MISSION STYLE RAILING PER CITY STANDARD $I . (5 DETAIL #4240. RAILING HEIGHT (G) TO BE 36 . -FLARED END SECTION DARD DETAIL #D94B (@ - MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR @CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 - 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES . PER CITY STANDARD #3420 @ - INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. @ - INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 @ . WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. ER DETAIL 104, SHEET 83 88 -BIORETENTION AREA PER DETAIL 105, SHEET 83 (B - INSTALL CLEANOUT PER DETAIL 106, SHEET 84 1 (@ - INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, . I 0 - INSTALL 6" PVC PIPE I (@ - ASIN I 0 - 8" PVC CONNECTION TO SID PIPE PER DETAIL 95, RAIN MANHOLE 0 - TRENCHING FOR 8" PVC PER CITY STANDARD #6020 0 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 98 - INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 - INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN --- - - I JOB NO. 135-100831-14001 � ciVESS/ - '�� k- - �'o up u) "I �_� Z_ NO. 70 9 m uj m cr_l EXP: 6- 0-17 ---I-" * * C/Vl\- CA \ x tj I" im 9 Im uj = ou N N �= u �= I or u 7-p 4 = �� 4 0 4 v w �_ w �_ _j �_ �_ 0 �_ w �_ 1) w 0 w Of _r CL I (n DESIGNED BY: Cz DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: c)- T-- N 0 cy) 0 Lo C) CN 'gT o M 0) jc� LLI 05 I () I.- (N a) - < ,,I- -#-a Z) () Lo MU) - ,,, L_ -1 ... & - 01 Lo (D 0 -&-� Ljj a- CO L) (/) '..' < I j CO 0-0 < U) �_ Z) U) _j > Z 0 < W (/) LLI < Lr) (D 00 0 0 + m T-I 1 En Z 0 ;I 0 + P-4 0 v__4 E-I 0 -41� W E-I �21 cn �> 1.4 C) 4c, = P r., P4 :21 Z O-I W u Cn . 1-4 0-4 1 % E-I DATE: 11/30/2015 CITY SPECIFICATION NO. I H / V SCALE RATIO 1 it =201/1 'v=4p SHEET NO. . of 205 200 195 190 185 180 00 rn 16+50 'a L6 ti cri 1 0 cM c N U U) F_ U) a� ii W t U) Q U 0 M 00 M i cM 00 16+00 15+00 TRAIL CENTRAL 0 STA. 13+00000 16+50 HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=4' c .r IP RAP AND HEADWALL PER=_. F SHEET 82 DETAIL N0. 84, t.... INSTALL RAIL FENCE PER 2 : DETAIL 106, SHEET 86 a F e• 14+00 r x ?� N10* 17' 07"W 12.09' N'' —PT=13+40.49 z� PC=13+28.64 SEE SHEET 42 MATCH LIN E 20 05 00 0 N � � Co W W 95 W Z u) J 2 w U t� Q 90 85 60 i 13+00 Z GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 f t. 80 SHEET INDEX CONSTRUCTION. NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) Q-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 O6 CATCH BASIN —EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO—RETENTION AREA @—STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL @—TRAIL LIGHT PER CITY STANDARD 7905 31 MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @—WATERLINE TIE—IN PER CITY STANDARD #6330 35 WATER VALVE &WELL PER CITY STANDARD #6340 @—BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 4� SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @—SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 4g THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 g4 COMMERCIAL —INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING —PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=8FT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 g7 JOINT WATERLINE TRENCH DETAIL PER DETAIL 67, SHEET 80 gg MID STATE NON —TRAFFIC RATED GRATE 70 BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 76 STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D94B, SHEET 85 gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN 93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN JOB NO. 135-100831-14001 QRpFESS/ON w N . 70879 E : 6-30- 7 q C1V1 OF CAI-�F /1� 3 U � W � � N CU L VJ 'f^"J' W O Y J O am 0 Q cn _ J z O W � Co �r F- W J F- � H W I"- O w a U) DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20'/1 "=4' SHEET NO. 43 of 91 CL 1 JOB NO. 135-100831-14001 1 3 C W Cn i U) L Q U 0 r ItT r 00 0 t_ M r r 00 0 SHOULDER EXISTING AC TRAIL PATHWAY PER TRACT 2353 IMPROVEMENT PLANS SAWCUT EXISTING TRAIL TO COMPETENT MATERIAL INSTALL 6"X12" CONCRETE HEADER MULTI -USE PATH PER DETAIL SHEET 6 N— MATCH IXISi1NG GRADE AND ELEVATION OF DUSTING TRAIL REIrIOVE TEMPORARY BARACADE —mot PROPOSED TRAIL INSTALL 6" X1 f CONCRETE HEADER TRAIL CONNECTION DETAIL NTS 210 205 200 195 190 180 PVI STA = 11 +90.47 PVI ELEV = 207.99 K = . 0.93 LVC = 20.00 AD =-21.48% VERTICAL DESIGN EXCEPTION 210 205 200 195 190 185 180 o co ri 0 N 10+00 11+00 12+00 12+35.18 TRAIL EAST STAN 10+00§00 12+ 05018 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1 "=4' r r re \, No my dangle 400920 No tz fJti 1' amoso ID Ln 62 1 K, 65 A 13.48 3?� " I 7A*7f�� I A� as r ANU (:UNNLG 11 U LAi I INU TR 2353 TRAIL PER DETAIL \ THIS SHEETNow 2? 3 INSTALL 2 X2 t � ti.. a� \�`� y _ �` � � = g£�: � � � � �� u` rr PER NAIL SHEET $0 PEDESTRIAN TRAIL59,o STA. �rr10+19.34, 15.84R o� oo 2l0 ar.,. _ TYPICAL SECTION = ' N _ RIM - 183.81 51.N SEE SHEET 6it OUT W ,r80.00? 21 }~ _ Jy + it ra= $<3 i]p \ L � *t . •� � n.. 2� e • Fir � £ � _ � _ `$ � � i GRAPHIC SCALE ( IN FEET 1 inch = 20 ft. SHEET INDEX N.T.S. CONSTRUCTION NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) Q-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O7 CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. 30 TRAIT LIGHT PER CITY STANDARD 7905 31 MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC 33 WATERLINE TIE-IN PER CITY STANDARD #6330 35 WATER VALVE &WELL PER CITY STANDARD #6340 @-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 4� SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @-SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 4g THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND l PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET SO 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 G COMMERCIAL -INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING -PER CITY STANDARD #7910 LED LUMINAIRE TYPE t, ARM LENGHT=BFT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 @-DETAIL JOINT WATERLINE TRENCH PER DETAIL 67, SHEET 80 gg MID STATE NON -TRAFFIC RATED GRATE 7p BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 71 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 76 STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 g0 MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, SOW SIDE OF FRONTAGE. g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 88 BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN 93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 0-20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN �ROFESS/ONq � Q c o. 70 19 r EX : 6- 17 9TF OF Ec\l O M O U-) V N Co U �-- Uj O N a� �Q� ♦-' U CU Lo .a? ciao U cn °,..° Q o0 0-O Q H — J > Z O Q W U) W Q Lo (o 00 I- W ~ H w O W DESIGNED BY: CZ DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. 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CONSTRUCTION NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 @-CATCH BASIN -EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 (D-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. 30 TRAIL LIGHT PER CITY STANDARD 7905 @-MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 @-FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @-WATERLINE TIE-IN PER CITY STANDARD #6330 35 WATER VALVE &WELL -PER CITY STANDARD #6340 36 BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD ,#6620 41 SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. 42 SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 4g THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 G COMMERCIAL -INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING -PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=8FT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 67 DETAILWPERRDETAILR67CSHEET 80 gg MID STATE NON -TRAFFIC RATED GRATE 7p BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 76 STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 gp MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 Q�OFESS/p\ No. 7 879 * EXP: 6, 30- CIVI TF OF CAL FO V ul H im ul H F_ W H J U H LU w O W w _ a co DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: O 0 M O V N M � W 0') a-6-1 cu F- Q L_ 4­0Dw U L` _ I w a)�� p 4­8 WCo U cn Qm 0.0 > Z O Q LL U) W Q LO C0 00 DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 " =20'/1 "=4' SHEET NO. 45 of 91 I JOB NO. 135-100831-14001 1 0) 00 C) Q) _5� w Q) E Q) Q) U) 0 V_ C) C) 00 C) C) T_ L6 CY) T_ cy) 00 C) C) 260 2 5 25 24 C:> L0 C) uj 24 uj C/) 17 UJ C/) 23 23 22 u r, C C ............... . . . . . . . . . . . . . . . . . . . . ................ ....... ............ ...... . . . . . . I'l ............ %, '%*,* * " Akk\ ml r ww,\ ................. ...... . . . . . . . . . . ........ ............ . . . . . . . . . . . . . . . . . . . . . . . . '01 101 ................. ................. .............. . . . . . . 2 "1 -11, . . . . . . . NO.O.V AIM WIM PVI STA 16+60.00 CD -4- K 19.43 CD C) U) + C14 AD 1.547o C> C> C> 02 C) to C> + 5 + C14 ....... ..... LLJ m LLj PVI ELEV 234.18 LVC =11 30.00 0 --Now ----------------- C) ------------ ui Lo ui Cl 00 EXIS11NG GRADE Pe) rwi to Lo uj p P 4 ELEV 227.81 m ---­----------- ------ 5 LVC 30.00 ol 1_­%-1-e1x11 wX%loozz �MMVI�X.. C) 04 C) ul) L6 r03 Lr; .4- Go r-I 00 . . ...... + V) ty - ------- v** m uj m LLJ 0 ...... . .................. ..... . . . . . . . . . . . . . . . . .............. . . . . . . . . ...... - xw< . . . . . . . . . . . ... Zxlxxom -Z%�* M. :1MON M FINISH GRADE 5 . . . . . . . . . . . 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TRI-AN TRAIL TYPICA III-M N­_�.­Aal wSEC ND:wo B E' W TMRI WIT _11,CONCRETE-SWALE PER- �_TAE­94, S T 84 �,---8 "RR\0 PUP I�A PIA, D I MST L �E P% R SLO tOUNTY DM, I ACKIN 0. 2 R$\ P MtN I M . . . . . . . . . . 5N11 5-2 -;-jXv, oo 'IN, — I :;,., - %��� 260 255 250 245 240 235 230 225 220 18+50 6 SHEET INDEX N*T*S* CONSTRUCTION NOTES. (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 MID -STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 @-CATCH BASIN - EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 @_ INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 0 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. @-TRAIL LIGHT PER CITY STANDARD 7905 @-MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 @ FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @-WATERLINE TIE-IN PER CITY STANDARD #6330 @_ WATER VALVE & WELL PER CITY STANDARD #6340 @-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 @_ AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 @_ SEWER MANHOLE PER CITY STANDARD #6610 SEWER DROP MANHOLE PER CITY STANDARD #6620 SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @-SEWER LATERAL PER CITY STANDARD #6810 @_ SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL @_ THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 -MONUMENT AND WELL PER CITY STANDARD #9020 SPEED TABLE PER SHEET 63 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 & CITY STANDARD #4440 PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 @ BEEHIVE GRATE NTH FRAME PER NEENAH R-2560, SHEET 80 MID STATE CATCH BASIN PER DETAIL, SHEET 80 G COMM ERCI AL -INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 @ STREET LIGHTING - PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=8FT 66 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80 67 JOINT WATERLINE TRENCH DETAIL PER DETAIL 67, SHEET 80 MID STATE NON -TRAFFIC RATED GRATE BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 STREET BARACADE PER CITY STANDARD DETAIL #7330 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36 FLARED END SECTION PER CALTRANS STANDARD DETAIL #D94B, SHEET 85 MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 @-3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 UTILITY LINE SEPARA11ON PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 -CURB OPENING PER DETAIL 104, SHEET 83 88 -BIORETENTION AREA PER DETAIL 105, SHEET 83 @_ INSTALL CLEANOUT PER DETAIL 106, SHEET 84 (@-INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 @-INSTALL 6" PVC PIPE (@ - CONNECT TO CATCH BASIN @ 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 CONNECT TO STORM DRAIN MANHOLE 0 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 0- 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 98 INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 -INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch 20 ft. 80 FESS/ o. 7087 E P: 6-30 17 /I CIVI OF CA ul ul w w 13 w 0 ui U) DESIGNED BY: Cz DRAWN BY: EA/EM CHECKED BY: JF PPROVED BY: I=- C) V-- C%4 0 CY) C:) 0 Cq 'l 0 CY) r: Lu M < Lo CU co -0 Lo Uj CL 0 Co U) j Co 0_0 < > Z 0 < U) (o Co Co Z o z pq Ell Z E-4 DATE: 11/30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 it =20f/1 sp=41 SHEET NO. of a. ROADWAY 1-1000,11-7 o��a 101 .." .. o \\ate\ •,a aw RIGHT OF WAY P • .. �\ I 2' FL o ITEIM VEGETATED �..,,, I .,,, I v"" EG\aa SWALE PER DETAIL"r •\,.,. 41 1 1 -if a RIGHT SECTION A -A INTERIM VEGETATED SWALE FL INTERIM DRAINAGE PLAN REARWARD SLOPING LOTS rn 0 a� ii a� 0 Q U 0 M co O 0 co co INTERIM DRAINAGE PLAN UPWARD SLOPING LOTS GRADING PLAN ROADWAY SHEET INDEX DRAIN TO STREET (TYPICAL) RIGHT OUAY— FLOWUNE r " FLOWU N s g'1 F.owuNE .a 2' f- I �. TERIM VEGETATED " "" " FL. L \aa \. I SWALE--PER DETAILg�" " EGA .,. a " RIGHT (TYPICAL) \ SECTION A -A INTERIM VEGETATED SWALE A I A i �`,\\a"ram` ` " \``�• PROPOSED SPRING DRAIN I MAINTAINED BY TRACT V 2428 MASTER HOA PROPOSED SPRING DRAIN 11AWTAI► E'r% DV TDAnT ROAD SLOPE FL PER PROFILE FL PER PROFILE INFORMATION INFORMATION FS-FL I ROAD ( FS=FL 0 + 0.06 I O I + 0.06 M I SLOPE I M FS= FL + 0032 I ( FS=FL + 0.32 GRADE A=� FS=FL + 0.32 I I FS=FL + 0.32 TC=FS + 0.50 t\0 Z � x I LO � Q FS= FS= FF-1" UP PAD=P R PLAN FF-17 UP E FF=PAD+0.5' DRIVEWAY GRADING DETAIL STREETS Wl, W29 S19 S2, & S4 SCALE: 1 "=10' ROAD SLOPE FL PER PROFILE FL PER PROFILE INFORMATION INFORMATION FS=FL I I FS=FL d' + 0.06 I I + 0.06 ROAD M ( SLOPE ( M GRADING LEGEND EXISTING MAJOR CONTOUR 315 EXISTING MINOR CONTOUR --- PROPERTY LINE - CENTER LINE ---- LOT LINE FENCE LINE (FNQ — —•— STORM DRAIN LINE UNDERGROUND EDGE OF PAVEMENT (EP) WEEP LI N E FRONT FACE OF CURB GUTTER OUT EASEMENT LINE ------ BUILDING LINE AC ASPHALT CB CATCH BASIN CLF CHAIN LINK FENCE CL CENTERLINE CONC CONCRETE D /W DRIVE WAY DROP INLET er� STORM DRAIN HEADWALL 0 STORM DRAIN MANHOLE (E) EXISTING (P) PROPOSED HP HIGH POINT LP LOW POINT FL FLOW LINE FS FINISHED SURFACE (CONCRETE OR ASPHALT) FG FINISHED GRADE (SOIL OR LANDSCAPING) TG TOP OF GRATE INV INVERT VC VERTICAL CURVE 56 UNDER SIDEWALK DRAIN SEE PAGE X FOR DETAIL Rw� RETAINING WALL PROFILE NUMBER SEE RETAINING WALL PROFILE SHEETS XX' APPROX. EXPOSED HEIGHT OF RETAINING WALL RETAINING WALL DRIVEWAY PER CITY STD s 2110, 21159 2120, 2130, 2140 16 WIDTH TYPICAL UNLESS NOTED OTHERWISE DI NDS 6" ATRIUM GRATE LANDSCAPING SIDEWALK/FLATWORK COMMERCIAL —INDUSTRIAL DRIVEWAY PER SLO CO STANDARD B-3b A BLANKET PRIVATE DRAINAGE EASEMENT IS CREATED OVER LOT NUMBERS 86-177 EXCEPT IN AREAS OCCUPIED BY BUILDINGS GRAPHIC SCALE 0 40 80 160 320 1 1 JOB NO. 135-100831-14001 1 QRpF ESS / pN No. 0879 EXP: -30-t CIVI �P CA1- /I w J F- w F J ~ F— U F- w F- -� ui 0 w w _ CL DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: 0 CV) O LO V N M 0) U j— CN � a Lo � U)U � w 0 0 WCL00 U (n Qm 0-0 - > Z OQ WU W Q LO (O 00 DATE: ( IN FEET) 1 1 /3O/2015 1 inch = 80 ft. CITY SPECIFICATION NO. H / V SCALE RATIO =20' NA SHEET NO. 47 of 91 TC=156.03 r d, .vv TC=155.56 PRCR e/4 nT A _ 4 1 nn '7 7 � 4 V00001, 6=157.00 CONCRETE SWALE AND RETAINING WALL PER DETAIL 91, SHEET 83 i SEE SHEET 56 10' DRAINAGE ESMT � PER 8 MB 2 SEE SHEET 59 W W i O ' • • .� cn - ....160. �" w cn J a� SEESHEET 59 r® ............... ....... ...................... E \ ...................... ............... ::........:.:...:.... .. ..... ..... ........ ........... ...... ........ ............ ... ...... ................... \ i� .... .......................................................................... �� .. .,..... ................. ...... ........... ............ ..... .. .. ....... . ... ::. .................. . ... ,1177 ......... .. ...... .:::...::.::.: :.:: .:::::::::::....:. ...... ............. ...... ................ ......::........... .. . ..:.:::.::.:::.:.:.:.::..:: :.::..:..:.:::::......................................7.7 . ..... ::.::.;.:::.::..:.::::::::.:.:.:.:.::::::.:::::::::.::::::::::::.:::::.:::::::: :::.:::.::::::.:..:..::.::::::.::.:::: .:::::::::.:::::: :.:::.:::: .. ..:.:::::::::.:.:.::.::.::.::::.::.::.::.:: ............... ::. : .................. :.:: K., , ............ ...:::.... . ..... ::::.:.:::::::.:..:: ............ 165 .�................. µ.w.. rn N O d I Q a 0 cn aD E Q U 0 co 00 0 M co 1 LINE TABLE LINE # LENGTH DIRECTION L1 99.53' NO* 40' 46"E L2 78.91' N 89' 18' 51 "W L3 109.43' NO' 40' 45"E L4 57.10' N89' 18' 51 "W L5 85.27' N 89' 19' 15"W L6 54.83' N 89' 18' 51 "W L7 109.44' NO" 40' 27"E L8 61.69' N89' 18' 51 "W L9 89.83' SO* 22' 22"E L10 18.24' N89' 19' 15"W L11 86.86' NO" 21' 54"W L12 88.51' S86' 51' 09"E L13 129.22' S89' 18' 44"E L14 35.70' S27' 39' 00"W L15 16.07' S58' 16' 02"E L16 21.68' S89' 19' 17"E L17 102.54 S1' 44' 55"W SHEET INDEX N.rs. LINE TABLE LINE # LENGTH DIRECTION L18 39.48' N1' 44' 55"E L19 101.53' SO* 40' 43"W L21 58.99' S89' 18' 51 "E L22 102.21' SO' 40' 43"W L23 104.57' SO" 40' 43"W L24 108.18' SO" 40' 43"W L25 56.43' S89' 18' 51 "E L26 95.46' N89' 18' 51 "W L27 113.50' N 11' 03' 46"E L28 70.69' N89' 18' 51 "W L29 15.45' S89' 18' 51 "E L30 39.76' N 89' 52' 01 "E L31 111.07' SO" 06' 10"E L32 108.38' NO* 06' 10"W L33 85.32' SO" 18' 05"E L34 59.91' N 89' 52' 01 "E L35 60.01' S89' 19' 06"E CURVE TABLE CURVE # LENGTH RADIUS DELTA Cl 38.71' 95.00' 23'20'39" C2 31.04' 95.00' 18'43'06" C3 9.34' 50.00' 10'42'06" C4 9.34' 50.00' 10"42'06" C5 31.05' 20.00' 88'56'53" C6 32.64' 20.00' 93"31'13" C7 3.29' 2030.00' 0'05'34" C8 20.16' 2030.00' 0'34'08" C9 57.94' 2030.00' 1'38'07" C10 140.38' 2030.00' 3'57'44" C11 58.17' 2030.00' 1'38'30" C12 33.13' 2030.00' 0'56'07" C13 23.41' 1970.00' 0'40'52" C14 65.03' 1970.00' 1'53'28" Cl5 40.75' 1970.00' 1'11'06" C16 48.72' 1970.00' 1'25'01" C17 55.29' 1970.00' 1'36'29" C 18 41.48 ' � 1970.00 � " 112 23 C19 29.60 20.00 84 4815 " JOB NO. 135-100831-14001 Q�pFESS/0N No. 7 79 m � EXP: 6 30-17 OF CA1-� I / I u uj H uj H O Mr O Lo U N M 0) a� =Q� �-' U •a? LLj o Uc�°�o Qm CLO >z OQ W� w Q tD 0o N N H V co I � ML v� o o + V �z c� a A �z a� � a _ � E W a c� oc Q a ui � J w I- -) w O w w _ a U) DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20' / NA SHEET NO. 48 of 91 M 0 I Q 0 a� 0 Q U 0 qRT 00 0 c`M L0 F- W W U) W W U) 1-x 2 Y>::;• ®oip o $ • ^� PAD=209.50� 47 $> :}. �C� x PAD= 98.75 \ F:rytr TC=195.1 . may_. •// W $ p `". 48 PAD=213.50 TC='i95.21 s. $� PAD=199§.�.500 c• is, .15+2s•o BCR BVC $ o S �A:15+00.29 FS=194.94 =194.94 PRC PCCR o-195.32 49 � Pc r TC=195.2 OF IF:lk C . ,. •�.. . � �, ``f. : • ::, `` � � PAD' 203.5 •"'�` $PROFILE... • • t • OFF^•: �. • • •.Y ,1� 9'y V ET 69 f" 1 C9 ti \ 1 PROFI Y{ e,/ V`... SHEET 9 c TC=19 .7 2.40%�� w. PC q o TC= 8.6 y,• \ p \$ o AD=2FQ6.00 REYZR TO I OVEMENT $ E SHEETS FO FlN(SH GRADES C=1 {> STA:1 +65.00 hod CENTERLINE RO AND o \ \ TC-195.2 GRADES$ $' .{. FS 195.92 =.. 0 .. EVC 10 $ �2 PROME, TC=196. 9 SHEETSIA: 13t72.64 {? .. FS=19 . 1 BCR:. O _ $ TA. 6+14.65 ,t OFF.- 18. 0 RT >f C9 `$:•X ' ..:::.: .:.:. k BC 20 a; / >s =204. 63- 0000'�X - W TC=20 , 4�. :> FS00 =201.71 - 4.92 P=203.00 > a .. R0�1 EET �'0 .A. VE DATA:.:;: ------ sh z FIR- SEE BELOW TC=170.80` e 00 W. W cn W W : U) 72 �$ PAD=169.50 �V.. WALL PROFlLE RTA- 7-1-R4 7.5-iI ID RETAINING WALL- RY LA STA:11 +56.55 FF.- 30.00'LT $ TW=166.0 SEE SHEET 61 TCH EXISTING GRADE D AT C� OF '6ENCH N' x � op - Maw, o':sr.•'... ... ,{ j a }%•'v$. L HE DIVA ANC i P R P A _ ?EIS\IMRR0 MEND y.�014 Sl- N ,o ::. A{. _ FL IN 2 4.00 x a , is �• . ,w i ,,,r• 8 jr .: :•1.4`:i f I•. SEE SHEET 50 LINE TABLE LINE # LENGTH DIRECTION L1 85.32' SO' 18' 05"E L2 80.99' SO' 18' WE L3 101.02' NO' 06' 10"W L4 50.20' N 89' 52' WE L5 49.79' N 89' 52' WE L6 49.79' N 89' 55' 12"E L7 f 100.98 NOO 06'10ff W L8 50.02' N 89' 52' WE L9 100.93' NO' 06' 1 O"W L10 50.02' N 89' 55' 12"E L11 56.96' N89' 52' 01 "E L12 103.55' N 7' 57' 41 "W L13 18.12' N 89' 55' 12"E LINE TABLE LINE # LENGTH DIRECTION L14 59.43' N 89' 52' 01 "E L15 117.54' N 19' 48' 20" W L16 115.48' S30' 13' 16'E L17 6.09' N 89' 52' WE L18 50.72' N60' 01' 09"E L19 117.86' S41' 24' 47"E L20 57.91' N 56' 31' 45"E L21 7.96' N56' 31' 45"E L22 50.96' N42* 18'20" E L23 56.25' S53' 20' 43"E L24 62.51' S53' 19' 34"E L25 80.63' N36' 39' 53"E L26 30.47' N89' 55' 12"E CURVE INFORMATION: c1 0 0-36'58'55" c 0 �36'48'42" c� f >, A 35'5413 R=20.00' R=20.00' R=10.00' L=12.91' L=12.85' L= 6.27' Q A=37'30'18" 6=35'46'57" C14 A=37*33'10" R=10.00' R=10.00' R=20.00' L= 6.55' L= 6.25' L=13.11' c® A=84'37'24» C9 A=103013'13" . c1 A=36046'46" R=25.00' R=25.00' R=20.00' L=36.92' L=45.04' L=12.84' c 0 A=89'29'25" c1 o 0 A=82'12'38" c16 0 A=36'46'41" R=25.00' R=32.00' R=10.00' L=39.05' L=45.92' L=6.42' c A=37*36'05" c1 0 - • ' A-35 49 48" c1 Q * '1 " �= 36 52 2 _ f R-10.00 f R=20.00 _ R-10.00f L= 6. 56' L=12. 51' L= 6. 44' c6 A=36'52'11" C1 A=37'56'08" c18 A ' 36'52'12" R=20.00' R=10.00' R=20.00' L=12.87' L=6.62' L=12.87' LINE TABLE LINE # LENGTH DIRECTION L27 56.57' N41' 39' 03"E L28 56.25' S53' 20' 07"E L29 15.18' S53' 20' 07"E L30 28.91' S41' 39' 03"W L31 45.57' N 53' 20' 07"W L32 99.84' S37' 33' 14"W L33 99.48' N34' 25' S0"E L34 100.12' S29' 43' 58"W L35 99.53' N26' 36' 17"E CURVE TABLE CURVE # LENGTH RADIUS DELTA Cl 29.60' 20.00' 84*48'15" C2 32.38' 20.02' 92'040'19" C3 24.76 180.00 7 52 53 " C4 34.97' 180.00' 11'07'55" C5 34.96' 180.00' 11'07'41" C6 35.16' 180.00' 11011' 31 " C7 34.14' 268.64' 7016'56" C8 17.88' 470.00' 210'48" C9 37.42' 26.00' 82'2833" C10 35.63' 20.00' 102'03'44" C11 58.22' 530.00' 6017'37" C12 20.67' 530.00' 2'14'03" C13 46.22' 530.00' 4'59'49" C14 43.12' 616.64' 4'00'22" C15 112.04' 470.00' 13'39'32" SHEET INDEX N_T_S_ GRAPHIC SCALE 20 0 10 20 40 . 1 a IN FEET SEE ABOVE ) 1 inch = 20 ft. PEDESTRIAN TRAIL PAD=210.00 0 Lo I- W t a W cj) W W 80 1 1 JOB NO. 135-100831-14001 1 o Q�OFESS/ N �O 7 0. 7087 E : 6-3 .7 F QF OA`�F� 11-1311(e B 0 (M O U-) U U N M �- uj CV -}-' Cc ULo U) W Oa. Lo O uj • U co � o0 a O < cn -j / Z OQ W Q uj u') fm co 00 N N Fm cQ F- o z za az a Q w � CID co Q w w J 1-- W 1..- -! f- F- U H W O W -r ate. U) DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20' / NA SHEET NO. of91 a.