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.1 J LEGEND CENTERLINE PROPERTY LINE - - - RIGHT-OF-WAY LINE / LEASE LINE o Y \ 41.14 FS 40.78 FS40.78 X JOIN EX. 40.95 FS) _ JOIN EX. EASEMENT / SETBACK LINE T JOIN EX. 41.56 TC JOIN EX. 41.06 FL - -� APPROXIMATE CIVIL LIMIT OF WORK LINE - - - - -� 40.93 TC 40.62 TC - - - - SD PROPOSED STORM DRAIN PIPE o 4140.43 FL 40.12 FL c� 41 EXISTING STORM DRAIN PIPE 3 - 1 40 G GRADE BREAK LINE 9 8 0.9% R RIDGE LINE E40 40 FS1 .70 TG PROPOSED SPOT ELEVATION �- 1 12 A 617.50 TC 0 �� , 617.00 FS p INV:37.78 615.50 TC) EXISTING SPOT ELEVATION 0 Q 41.20 TC 615.00 FS) 41.61 TC I 10 41.09 TC o0 JU\ 0 41.11 FS I 40.70 FS 40.59 FS PROPOSED FLOW 0 41.69 TC 2.00% (DIRECTION AND SLOPE) � 15 � 40.99 RIM 41.19:FL Q Y INV IN: 33.2 LANDSCAPE AREA o INV OUT: 33.2 I 1 b� b� b� b� W w W _E fO t� f� t� I N N N W W W � a 41.61 TC SD SD SD- 41.11 D 41.11 FS I 2 BIORETENTION AREA Z= o I 4 1.2% 42.16 TC 41_ 0 INV 33.42 41.66 FS INV 33.75 41.80 TC (IS (IS (IS (IS (IS 4S -(IS t7S (IS (IS- -(IS 41.30 FS 41.88 TC 42.18 TC GRADING AND DRAINAGE NOTES �> 41.38 FL 41.68 FL 41.84 TC Or� 1 n �-� 0 41.34 FS CN O1 INSTALL 24" X 24" JENSEN PRECAST DROP INLET WITH CATCH BASIN FILTER 3 DAI�a 3nl�a INSERT FOR TRASH CAPTURE. u ° N ~ I 2 INSTALL 6" SDR-35 PVC STORM DRAIN PIPE SLOPED AT 1.10% MIN. BEDDING 0 CD U) w w wv$ � o 7 42.35 TC O AND TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7, SEE DETAIL 2 ON � N o w o 41.85 FS > 42.13 TC SHEET C8.1. Zw oQ I �� 0 0 0 7 42.16 TCS 41.63 FS z o L z 41.66 FS O3 INSTALL CONCRETE CURB AND GUTTER PER DETAIL 6, SHEET C8.0. o w 40.96 FS o 42.21 TC O INSTALL VALLEY GUTTER PER DETAIL 8, SHEET C8.0. o N C-JOIN EX. I� 0.4% j� y 41.71•FS +� 42.23 FS O INSTALL TRASH ENCLOSURE DRAIN WITH ACCESSIBLE GRATE. DRAIN TO SEWER. Q Q) 1.8% 41.20-FS Z o w �42.08_FS > w O CONNECT ROOF DOWNSPOUTS TO 4" SDR-35 PVC STORM DRAIN PIPE AND DRAIN Q 42.15 FS 6 42.35 TC r --i r THRU CURB FACE. SEE DETAIL 15, SHEET C8.0 FOR MORE DETAILS. _ 41.20 FS I .� � i i .� / 41.85 FS I ' I I o � � � � � � � � � � � � I I O7 INSTALL CONCRETE CURB PER DETAIL 4, SHEET C8.0. Q � n / 1 12 40.21 FS � � i \�� 5 j/ 8 INSTALL PROPOSED STORM DRAIN MANHOLE. C� � � C� Q � _40.71 TG � � 4 � � > z n n n 41.81 TC INV:37.50 �J 41.31 FL � � � 41.91 FS 41.88 FS 41' 9 INSTALL 2.0 WIDE CURB CUT WITH COBBLE/RIP RAP FOR ENERGY DISSIPATION. Q 3 10 Q 41.73 TC 41.98•TC c O INSTALL BIORETENTION AREA PER DETAIL A, SEE BELOW, AND SECTION 6.2 OF 41.23 FL 41.21 TC 41.39 TC 41.48 FS 10 THE MULTI-AGENCY POST-CONSTRUCTION STORMWATER STANDARDS MANUAL. �co � �' 40.71 FS � 40.89 FS � � 0 3 0 41.91 FS I ACCESSIBLE PATH OF TRAVEL MUST HAVE 5% MAXIMUM RUNNING AND 2% S // 40.89 FS 3 MAXIMUM CROSS SLOPE AT ALL TIMES (INCLUSIVE OF VALLEY GUTTER CROSSING). c� -------- w w JOIN CD ZZ, 12 EX. 13 / 000000c 41. - / 41 INSTALL "NO DUMPING-DRAINS TO OCEAN" MARKER ON CURB ADJACENT TO 0000 O / 3 41 ,-- 0000 0 �> I CATCH BASIN PER CITY OF MANTECA DETAIL D-7, SEE DETAIL 1, ON SHEET C8.1. 9110A 000000c _ U) INSTALL 8 SDR-35 PVC STORM DRAIN PIPE SLOPED AT 1.10% MIN. BEDDING AND 3 / 41.21 TC 41.39 TIC 14 TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7, SEE DETAIL 2 ON i 40.71 FL - - 40.89 FL 41.49 TC SHEET C8.1. 40.90 TC b� 40.99 FL O t� O INSTALL STORM DRAIN MANHOLE, FRAME AND COVER PER CITY OF MANTECA Q Q �� 42.55 TC 40.40 FL � L----b1 ------------ 15 STANDARD DETAIL D-1, AND D-3 j Q 42.05 FS 17 �cv 6' 41.66 TC 41.12 TC 41.51 TC 41.16 FS Q 40.62 FL 41.01 FS ADJOINING SITE STRUCTURES PER PLAN co 40.84 FS JOIN EX. _ __ �" 3 2-4" OF OVERFLOW o 7 g% _ MULCH DRAIN o kol (0 0 0 0 0 0 42.63 TC 41.75 TC A ° C° 3 42.13 FS O 4% 0 41.60 TC 41.25 FS o a I Ir-i- 41.10 FS �� \� - - -_ 42.17 TC N 1.5' (M I N) 111-1 11-1 11-1 11-1 11-1 11-1 I I 11=1 11=1 11=1 11=1 11= 0 \ ' 41.67 Fs 7 I-I I I-I I I-I I I-I I M I M I M I I I I=I I I=I I I=1 11=1 \ / PLANTING MEDIA I 11-1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=1 11=1 11=1 11= V) PER PLANTING =1 I MI M11=1 11=1 11=1 I Ei I I-I I I-I I I=1 11=1 !.IJ l=1 A 1 X11 M EDI A TECH N I CAL _ z I I I==I 11=1 11=1 11=1 11=1 I I 11=1 11=1 11=1 11=1 11= I I I 4 4 0 - 1=111=1 11=1 11=1 11=1 11=1 11=1 I 111=1 11=1 11=1 11=1 Q I=1 SPECIFICATIONSIII-I 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=1 11=1 11=1 11=I I I I _ - -41 - 111111111111111111111111111111111111111111 111111111111111111111111111111111 11111 L - - - - - - - - - - - - o - � 41 0 - - - - - - ��'� - 40. FS 41.02FS Z o O o o O O - . o I 40.30 FS 40.70 FS JOIN EX. JOIN EX. N 0 o cn 39.85 FS - JOIN EX. - JOIN EX. 6, JOIN EX. O O O O j ` 40.53 WRAP SIDES IN 30 MIL PVC PIPORATED TC TC TC AP co PVC NON-PERMEABLE Q \ LINER 1 OF 1"-2.5" Uco DIAMETER STONE 2-4" CALTRANS CLASS 2 PERMEABLE MATERIAL i � 0 o BIORETENTION SYSTEM A o QI ) \ N.T.S. Z 3 GRAPHIC SCALE IN FEET 0 5 10 20 Q) 1" = 10 ' 0WHEN PRINTED AT FULL SIZE (24" X 36") .10o ISSUE DATE DESCRIPTION ENGINEERS SEAL APPROVED BY: O � � CITY OF MANTECA �� CITY OF MANTECA 8/10/2020 1ST SUBMITTAL GM QROFESS/ Kimley* Hornp DIAL o TWO WORKING DRAWN BY \�`�� PO<<o��y�y 765 THE CITY DRIVE, SUITE 200 e BEFORE DAYS BEFORE JP ORANGE, CA 92868 CITY ENGINEER DATE GRADING AND DRAINAGE RCE N0. 86160 YOU DIG X11 YOU DIG CHECKED BY * * (714)939-1030 RCE # EXP CRl<N F�SSRS ral 0 . PREPARED R THE DIRECT SUPERVISION OF: 1311 E YOSEMITE AVE. PLAN TOLL FREE 1-800-227-2600 TH 9rF �� o�� A PUBLIC SERVICE BY pF CAVAE DATE: $��I�2D2D MANTECA, CA 95336 UNDERGROUND SERVICE ALERT RECOMMENDED JOHN P I CK, R.C.E. NO. 86160 EXP. 12/31/20