WORK PLANS - Laserfiche WebLink

Home Browse Search

U7 C 0 LEGEND U co w - CENTERLINE -00 0 U I - - - PROPERTY LINE E - 41.50 FS 38.60 FS 41.22 FS 41.40 FS 41.51 FS JOIN EX. INV:37.1 - - - RIGHT-OF-WAY LINE / LEASE LINE 40.19 TC JOIN EX. JOIN EX. Q) JOIN EX. m m m m a o _ _ _ _ _ _ o f U U L7 ❑ 39.69 FL _ � m m m _ _ _ _ o EASEMENT / SETBACK LINE m - - 1 - - �� _ � _� _�_ �- � - - i - �- -�- - - 41.33TC ° _ APPROXIMATE CIVIL LIMIT OF WORK LINE - - - - 40.81 TC 40.50 TC 41.40"TC. 40.83"FS ' sD ) SD sD SD PROPOSED STORM DRAIN PIPE 40.00 FL � _ _ _ '40.90'FS / 3 � � � � o - 40.31 FL o >1 9 1 12 39.00 FS EXISTING STORM DRAIN PIPE T 39.50 TG 7 ° INV:37.13 I I ' 39.88 FS GB GRADE BREAK LINE 0.4% _ - 3 E 40-,38.69 FS 12 1 I I 1 12 �N R RIDGE LINE 0 39.19 TG 10 I I 40.86 TC -39 �- > 617.50 TC INV:37.73 10 41.08 TC 40.36 FL f_no > > 39.26 FS 617.00 FS PROPOSED SPOT ELEVATION o _ w� �' 40.58 FS � _0_0° JOIN EX. 615.50 TC N CLEAN CLEAN c AN > 4 000 ) EXISTING SPOT ELEVATION 39.70 TC 615.00 FS) O Q CN 40.73 TC AIR/ AIR/ AIR/ 40.67 TC > > > > 00000 O -0 40.23 FS �NPOOL/EV VANPOOL/EV VANIOL/EV 39.20 FS N ° 40.95 TC 40.17 FS 40 40.45 FS 40.43 TC 0" CURB 40.73 TC PROPOSED FLOW 0 40.23 FS 39.93 FL 9 I 39.23 FS 2.�0% (DIRECTION AND SLOPE) C5 I I o 0 J 0" CURB E I I N 40.16 TC V I 39.31 FS Y 39.66 FL N 0 10 I 11'�� I � 2 l0 39.84 T W w W LANDSCAPE AREA �i INV 35.25 I cv c� CN c�i INV 36.71 � 39.34,F G G c W W W -SD SD SD SD SD SD SD _ SD SD SD 4 SD I 340.27 TC 9.77 FS2.7% BIORETENTION AREA o 11 0 0 41.6 FS 41.64 TC IN 36.20 40.58 TC 0" CURB w I 41.14-FS 39.75 FS - 41.68 TC X41 41.62 TC 41.70 FS 40.08 FL 0" CURB �, 4� 7 41.12-FS 40.64 TC I I 39.67 FS z � 0 41.59.TC 41.18 FS o 40.14 FL 41.09 FS 41.65 TC N 40.16 TC ° SEE DETAIL 1 HEREON ® ® > > 41.15 FS I 00000 39.66 FS 41.71 FS Q GRADING AND DRAINAGE NOTES V) r > > o w O1 INSTALL 24" X 24" JENSEN PRECAST DROP INLET WITH CATCH BASIN FILTER N 3 . > > > > N INSERT FOR TRASH CAPTURE. u 41.88 TC > INSTALL 6" SDR-35 PVC STORM DRAIN PIPE SLOPED AT 0.5% MIN. 0 (041.38 FS Ef U) � 39.57 FS LJJ U) _> 41.81 TC S S JOIN EX. U) O3 INSTALL CONCRETE CURB AND GUTTER PER DETAIL 6, SHEET C8.0. -� � V '41.31:FS o 0 0 0 0 lot � � � � 41.18 FS � � 40.13 FS Q O INSTALL VALLEY GUTTER PER DETAIL 8, SHEET C8.0. Q 0 ...... °°°° 41.97:FS > > 40.20 FS N J °0000 T > O INSTALL TRASH ENCLOSURE DRAIN WITH ACCESSIBLE GRATE. DRAIN TO SEWER. 41.84 FS 00000 3 W w 41.93 FS N 41.97 FS °O°°° wL --j CONNECT ROOF DOWNSPOUTS TO 4" SDR-35 PVC STORM DRAIN PIPE AND DRAIN z o °O°°° y V) > > I '1.5% Lw ° / O THRU CURB FACE. SEE DETAIL 15, SHEET C8.0 FOR MORE DETAILS. _ o < � i � > 42 � 42 �� w N O7 INSTALL CONCRETE CURB PER DETAIL 4, SHEET C8.0. O i � I F J ° I > 41.99 FS > ® �I - `� O8 INSTALL PROPOSED STORMDRAIN MANHOLE. i \ Q � � > \J I O9 INSTALL 2.0' WIDE CURB CUT WITH COBBLE/RIP RAP FOR ENERGY DISSIPATION. Q) 1 FS 42.08 DOOR I 42.08 DOOR o z � I vi > � �� I I INSTALL BIORETENTION AREA PER DETAIL A, SHEET C6.0, AND SECTION 6.2 OF oU) 11 > / 10 THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS MANUAL. Q SEE DETAIL 2 HEREON r--- = I 00000 - - J N ACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% co i --= i °0000 Ld / �' 11 MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). 3 _- N RAISING CANE'S 12 INSTALL "NO DUMPING-DRAINS TO OCEAN" MARKER ON CURB ADJACENT TO U 1 FS PROTOTYPE #4E - ~g 41.47 C �11� I CATCH BASIN PER CITY OF MANTECA DETAIL D-7, SEE DETAIL 1, ON SHEET C8.1. 3 I 42.06 FS J 00°0° 40.09 FS J 3, 198 GROSS S.F. --= GB 40058 FL I 8 TC 00000 J I � -0r F F=42. 1 O 41.47 FS 40.47 FIL> 41.97 TC 40.97 TcII 40.68 TC �, I r 41.95 TC - - - 0 Z N 41.45 FS o , D PAD=41 .35 0, t 40.18 FS I ® Z O T Q Q 42.08 DOOR x U) Q z c loo 0" CURB y ` �' Q 42.09 DOOR I o0 41.49 FS ui > z 0 N 41.94 FS 7.5%-lo L 41.67 TC 6 6 O 39.65 FS 12 1 41.12 TC _ 0 z N I 0 0 6010 1.9% 2.3% 2.0% y co 41.17 FL 42.00 TC 42.10 FS 40.15 TG 40.62 FL I I N 0000 41.95 FS > > INV:38.20 b� 41.50 FS s Cil I 41.94 FS CURB D o > > > > �4 4 �O.41.15 TC �, rC6 41.49 FS Z y j _ D` 40.65'FL `�'000 ® °o > 0 41.81 TC 7 L J 42.10 TC 41.38 TC 41.35 TC 9 ' 41.94 TC < Z 0C)OO � -0 41.31 FL _ _ 41.60 FS 40.88 FL 40.85-FL 0 0 0 I 1.6% I 0.4% 41.44 FS 41.52 TC Q) .N 42.04 TC 3 41.02 FL INV 36.94 " " M L - - - - - - - - - - i.D� - - o 6 41.54 FL 41.38 TC 41.58 TC 40.88 FS - - DETAIL 1 CO° �- - - _ - - - - -� -�- - - - -� 41.08,FS 40.74 FS 1" = 10" WHEN PRINTED AT FULL SIZE (24" X 36") > > _4 0 > > =� > = > E - S� L I JOIN EX. m � � � � � 41.26 FS 41.45 FS740.83 FS - _ - 41.15 FS JOIN EX. JOIN EX. 40.90 FS - - - - - - - - 117- � -N �, 41.80 TC 41 > 41.43 TC 41.30 FS 40.53 FS 0 0 JOIN EX. _ II � O o 41.43 FL 41.50 TC > N \ --41.84 FS N 0" CURB o 41.00 FL > > 41.35 FS > O I N r--- _ 7.5%� I� 41.88 FS 0.U co 0 0" CURB o G8 rn _ °' 41.40 FS > N I 41.07 TC J V) GB 41.45 TC 40.57 FS 5� 40.95 FL I ° ° J w � / N --- 41.95 TC 40.77 TC 0 41.45 FS 40.27 FS 40.17 FS I Z QI - - - 40.21 S - 1.% - 3 GRAPHIC SCALE IN FEET DETAIL „ 1 = 10 WHEN PRINTED AT FULL SIZE (24 X 36 ) 0 5 10 20 o 1" = 10 ' E WHEN PRINTED AT FULL SIZE C 0 (24" X 36") 0 o ISSUE DATE DESCRIPTION ENGINEERS SEAL O � � 8/10/2020 1ST SUBMITTAL Kimley* HornCITY OF MANTECA � CITY OF MANTECA GM QROFESS/pAPPROVED BY: DIAL o TWO WORKING DRAWN BY \�`��'�� PO<<oy�y 765 THE CITY DRIVE, SUITE 200 e BEFORE DAYS BEFORE JP ORANGE, CA 92868 GRADING AND DRAINAGE YOU DIG X11 YOU DIG CHECKED BY * * (714)939-1030 RCE # EXP CRl<N F�SSRS RCE N0. 86160 CITY ENGINEER DATE C6 . 2 TOLL FREE 1-800-227-2600 H PREPARED R THE DIRECT SUPERVISION OF: 1311 E YOSEMITE AVE. PLAN T9rF �� A PUBLIC SERVICE BY OF rphoFo� DATE: $��I�2D2D MANTECA, CA 95336 UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POL CK, R.C.E. NO. 86160 EXP. 12/31/20