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SU0013454
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SU0013454
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Entry Properties
Last modified
8/7/2020 2:20:12 PM
Creation date
7/1/2020 12:38:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013454
PE
2635
FACILITY_NAME
PA-2000089
STREET_NUMBER
4725
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206-
APN
17726034
ENTERED_DATE
6/29/2020 12:00:00 AM
SITE_LOCATION
4725 S B ST
RECEIVED_DATE
6/26/2020 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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I <br /> MATCH LINE - THIS SHEET - - - - � �' �- �, - § ,�/ - ;%- � � - .�-� - - - - - - <br /> 75 FT - - - � � <br /> III i INV IN=21.64(N) I 11 1------ // CMH 11\ SLPB EPB //, ��•� - �® <br /> i i i i i I PROVIDE AND \\ i INV OUT =21.64(W) xl 1 /,� �3 z I U <br /> I I I INSTALL CLEANOUT c� LU <br /> INV=18.24 \\ ,�` <br /> x I I 5'-6" PVC ® 1.00% 1 - - -__� I-_ SS O <br /> +- -- ----- -=�- --- -----r- -,---- \ �_ WV (2)WV WV �,\\\ ��� J` U C� > C <br /> 23 24 25 26 \~\ x \ �JJ ---�_- i \\\f _�/ Q w w <br /> 22 <br /> K <br /> 21 <br /> m INV=21.02LFLJ <br /> w I _ <br /> 2-6.10 g \` W (3)GP \_ <br /> MEX 26.09 $� GP ; E <br /> MEX __ 26.29 (A❑® LIMITS OF DISTURBANCE/ ��� O <br /> x 26.35 26.50 - MEX KEY CA KEY CARD CONTRACT LIMIT LINE (TYP.)25 <br /> \d- <br /> Ali V <br /> 001-�, <br /> 51'-6" PERF PVC ® 0.30% 1 y L- 26 ` 25.91 27.00 i <br /> x I I -- ---- 1-t- - ------ ----- INV=20.761 1 \ �" 26.41 .• . .• i. �� <br /> 38'-6" PERF PVC ® 0.30% I ` 1 Loo Loo Loo Loo LOD I \ ) 220 Norwood Park South <br /> 0o x --X-�����o-^ -7F�IPo moo°-� �°4c��`oo = LOD x x__x _x = x x - = I - - 26.45 25.95 STOP s �' •� ,I •" Suite 201 <br /> ` 86-12 RCP ® 0.50%^ U •, <br /> 27'-12" PVC ® 0.20% \ I 1 PROVIDE AND INSTALL _ _ _ _ _ �ao, _ Norwood,MA 02062 <br /> `. 11 \ 257'-6" PERF PVC ® 1.00% I FLARED END SECTION �` PROVIDE AND INSTALL c� �, <br /> I I I I I 1 x x x x x x x x x (781) 619-9500 <br /> MH-05 o PROVIDE AND INSTALL I INV=18.01(SE) FLARED END SECTION ��� TC 28 27 TC 28.42 TC 29.65 x� E Slk <br /> INV IN=8.14(NE) I FLARED END SECTION i I `�6' INV=18.44 BC 27.77 BC 27.92 BC 29.15 <br /> INV OUT =18.14 SW PROVIDE AND PROVIDE AND INSTALL SCOUR PROTECTION <br /> ( ) o INSTALL 6" 4-WAY `I I \ LIMITS OF DISTURBANCE/ I TC 27.26 \� •' x <br /> I J i TEE WITH 12" OUTLET 11 1 \� 1 CONTRACT LIMIT LINE (TYP.) I I - - - - BC 27.76 27 0 28 2g � <br /> SAN I -PROVIDE AND INSTALL i <br /> � I 1 <br /> SCOUR PROTECTION = TC 26.50 � TC 29.70 i <br /> 28.12 <br /> CB-01 II 125.83 BC 26.00 �\ 27.62 BC 29.20 tK 1 <br /> J - TF=25.47- <br /> SAN INV OUT =23.53(SW)- o 2630 ` x l 1 �� N 2` <br /> -J 11 1 `� Il 26 Tc 2x.50 - l 1 N I EXPIRES <br /> I <br /> 295'-15" RCP ® 0.20% 1 �- 25.45 BC 26.00 27.40 TC 29.65 <br /> I GRAPHIC SCALE 25.07 - ' Q I I <br /> SAN \ i1 i1 40 20 0 40 BTIC 26.C 26.40 <br /> 27.90 x BC 29.15 <br /> SAN 1 11 1 1 1 d F A <br /> IIII 1 \ 1 1 53'-12" RCP C0D 0.50% <br /> TC 26.15 <br /> -SAN I I i l i § II I \ 1 1 BC 25.65 TC 26.95 ° IIIIII� - >1PtK <br /> 1 1 1 1 SCALE IN FEET MH-01 I 2790 x 1 i `tip <br /> � BC 26.45 I �' i �• <br /> I 18 I I i 11 TF=25.44 `r " I BC 28.50 BC 28.58 BC 29.00 V �� <br /> 68-12 RCP ® 0.50% J I <br /> I I I I I INV IN=23.26(SE) �'s °' TC 26.80 I I �,> 27.40 \ r,� 1 Gj i <br /> INV IN=23.26(NE) BC 26.30 \ C <br /> lu <br /> r��.'� / INV OUT �23.26(SW)� O TC 26.60 \\ a,.. N 1 G <br /> N I 0 <br /> 103' 15" RCP ® 0.25% <br /> i i / BC 26.10 CB_02 27.90 \ 1 x 00 1 11 <br /> I <br /> o i I I I TF 26.10 I <br /> TC 26.90 1 TC 26.65 INV OUT =23.60(NW) <br /> 1 1 ) x TC 29.45 1 <br /> BC 26.40 BC 26.15 <br /> I I � I ,�'� , ) � I I � I I I •'� 11 � °- BC 28.95 <br /> �_J 1 1 I I TC 27.60 TC 27.35 4r TC 28.00 28.25 TC 28.93 TC 29.35 1 <br /> 24.75 I BC 27.10 BC 26.85 1 BC 28.43 BC 28.85 x TOP LIGhIT Or"r- <br /> 1 BC 27.50 27.75 �' F <br /> V.=1 ( <br /> N � � 21 AD-01 <br /> X�' , ,� �____J I I PROVIDE AND cn I TC 29.95 TF=28.43 <br /> INSTALL FLARED 1 N 1 / TC 29.35 x BC 29.45 INV OUT =24.40 SW <br /> -J END SECTION �j 28.72 �1 x�� BC 28.85 ( ) <br /> INV-23.00 \ PROVIDE AND INSTALL CLEANOUT 411 <br /> 1 ern n INV=24.00 <br /> 9' g � 9' r <br /> 29 x LLMH-06 I � � �' TC 27.55 27.89 28.95 1 zBC 27.05 1 0 0 28.15 1 3'-6" HDPE ® -8.74% OTF=2-06 II � 1 �INV IN=17.55(NE) 1 11 \ TC 29.55 <br /> INV OUT =17.55(SE)\\ § / 1 ° <br /> 1 D 28.35 ° ° 28.30 BC 29.05 _ 28.37 28.74 <br /> ° ° D 28.65 28.80 p W O <br /> " 11 �n ,•. 3-6 PVC ® 1.00% D PROVIDE AND INSTALL CLEANOUT MEX LL <br /> 10-15 RCP ® 0.50% � " LL <br /> 124.85 I INV=23.02 ti <br /> PROVIDE AND I N 1 27.95 I 28.45 �° ROOF LEADER \ ROOF LEADER i J <br /> INSTALL SCOUR 1 28 28.70 29.00 INV=23.04 \ INV=24.31 V) Q <br /> PROTECTION I � I U <br /> 5'-6" PVC ® 1.00% <br /> I DI � I I 27 ° Dp 5'-6" PVC ® 1.00% o ` <br /> +Sao <br /> J� CONNECT TO EXISTING CB _ INV=19.97 1 N TC 25.65 28.25 27 1 p D -ROOF LEADER \ ROOF LEADER <br /> I -- i 1 INV=22.98 �__ INV=24.19 � z <br /> 1 BC 25.15 5'-6" PVC ® 1.00% ° L O <br /> INV IN=17.50(NW) 1 � 1 TC 26.40 p D D � � 5'-6" PVC ® 1.00% <br /> - r - 119 -12 CLASS V RCP ® 0.50% Cil <br /> I � 1 � I BC 25.90 26.00 J , <br /> ,n \ N I 25.35 TW 28.33 TW 29.00 <br /> N \ 25.50 BW 25.00 BW 25.00 U <br /> 1 \ p 24.60 / 1 O <br /> \ 1 `V ° `�° -5'-6" PVC ® 1.00% / 00 W 0 <br /> GRADING AND DRAINAGE LEGEND I " 1 25.50 a ° ( 5'-6" PVC ® 1.00% 1 TF=27 N <br /> -ROOF LEADER <br /> INV=22.85 � <br /> ° ROOF LEADER I TF=27.45 O <br /> I 1 D D � , INV=23.93 INV IN=23.80(NE) <br /> PROPERTY LINE 1 "' 1 25.40 D <br /> J INV OUT =23.80(SW) <br /> Q , 1 370'-12" PVC ® 0.25% 370'-12" PVC ® 0.50% 1 <br /> 1 IT 25.85 D 1 J 00 <br /> LOD LIMIT OF DISTURBANCE/CONTRACT LIMIT LINE I I 22 BC 25.35 > Ap ° ` a I O <br /> 26 PROPOSED CONTOUR LINE (1' INTERVAL) 1 CN I I 5'-6" PVC ® 1.00% \ 5'-6" PVC C01? 1.00% I �/ <br /> N 1 I D ° p -ROOF LEADER \ ROOF LEADER <br /> EXISTING CONTOUR LINE (0.5' INTERVAL) �� �� �\ I� I° D D INV=22.73 \� INV=23.69 <br /> 294 FT TRENCH DRAIN -1 0 184'-12" CLASS V RCP C0D 0.50% <br /> x 26.25 PROPOSED SPOT GRADE TF=24.60 D J PROPOSED \ � <br /> SPOT GRADE ABBREVIATIONS i/ I ° p ° ° 5'-6" PVC AIR CARGO <br /> BC BOTTOM OF CURB II D D ® 1.00% FACILITY 5' ®" PVC00% ` 28.41 <br /> TC TOP OF CURB / I F2--4-.-6-0-[_\° I _J-ROOF LEADER 56,100 SF ROOF LEADER <br /> BK BACK OF CURB <br /> BL BOTTOM OF LIP / I pD _INV=22.61 INV=23.45 <br /> TL TOP OF \ ° ° _374'X150 C \ , EXISTING <br /> HP HIGH POINT j \ D p 25.00 25 TRUCK \ I CONCRETE APRON <br /> LP LOW INT <br /> MEX MEET PEOXI TING CONDITION 'J I ° p °' ° DOCKS / ' <br /> BW BOTTOM OF WALL I I 26.00 p -5'-6" PVC <br /> TW TOP OF WALL J <br /> ��� I I 27.0o p ® 1.00% 146 AUTO 5-s Pvc <br /> I / I 01.00% <br /> PROVIDE AND INSTALL STORM PIPE ° D ° D 0 ROOF LEADER SPACES ROOF LEADER <br /> / I I \ I p p INV=22.49 FF=29.00 INV=23.21 <br /> E <br /> PROVIDE AND INSTALL 458'-6"I PERF PVC ® 0.30% I I I > \ ° ° A D p \ CB-04 <br /> CATCH BASIN I I \ p D J \ TF=27.53 <br /> 5'-6" PVC ® 1.00% 00 INV IN=22.88(NE) <br /> I I \ ° D D� _I 5'-6" PVC ® 1.00% 0V INV OUT =22.88(SW) <br /> QO PROVIDE AND INSTALL DRAINAGE MANHOLE <br /> I � , _ROOF LEADER ROOF LEADER <br /> / I FLO DPL I \ D ° \°D INV=22.37 INV=22.97 1 <br /> LEI E <br /> 00 <br /> Q PROVIDE AND INSTALL AREA DRAIN / I 11 PTO I / I N N p 1> N pd ro J \ ` CV <br /> / 1 99'-12" CLASS V RCP ® 0.50% N <br /> PROVIDE AND INSTALL CLEANOUT // I \ 1 I I D J o <br /> D° D 5'-6" PVC C0� 1.00% 1 <br /> i I I I 1 p J 5'-6" PVC ® 0.50% <br /> PROVIDE AND INSTALL I I D ° ° -iIN00 22 25 " 1 I z <br /> � I I I ( ROOF LEADER <br /> FLARED END SECTION I 1 I I I I i \ ° ° D D < TW 29.00 INV=22.71 I O a) <br /> Y I 24.60 1 a <br /> 1 26.75 I 27.40 p ° BW 25.00 I L o <br /> PROVIDE AND INSTALL SCOUR PROTECTION / I <br /> INV=22.23 5'-6" PVC ® 1.00% 1 1 <br /> 29.00 <br /> a^- OVERLAND RELEASE DIRECTION I \ p ° ROOF LEADER I 1 28.45 z <br /> / I I 27.40 0o D ° p ° 5'-6" PVC COD 1.00% INV=22.47 N <br /> I 1 N p ROOF LEADER I <br /> 27.80 <br /> TC 27.85 1 \ D INV=22.12 28.95 I I x <br /> NOTE: SITE CATCH BASINS TO BE PROVIDED WITH HOODED OUTLETS ` I 1 I I I BC 27.35 1 I o Designed S.M.K. <br /> I I 27 O 28.83 Drawn B.S.R. <br /> N I l i �,' LID <br /> 26 MEX a Reviewed S.M.K. <br /> 11 I \ I I I I > 11 34'-8" PVC ® 0.50% 1 5'-12" PVC ®10.50% I x <br /> MH-02 <br /> 1 <br /> ,It \ 1 1 \ 1 TF=28.30 Scale 1"=40' <br /> m 1 � MH-03 1 INV IN=22.39(NE) P Project No. 1902145 <br /> N I I `V 1 I I 1 1 TF=28.40 6'-12" PVC ® 0.25% I x INV IN=22.39(N) Date 05/15/2020 <br /> o I I 1 INV IN=22.06(E) I �� `0 <br /> of o i 1 1 I I 11 i INV IN=22.06(NE) I LOO INV OUT =22.39(W) 0 <br /> 1 CAD File: <br /> N 1 TC 27.251 INV OUT =22.06(S) I x\ CID <br /> GD 190214501 <br /> I I BC 26.75 I I 1 1 150'-15" RCP COD 0.50% o, <br /> J N I I ^ 83'-12" PVC ® 0.50% $ I I Title <br /> 21 " I I ' , N 124'-18" RCP ® 0.50% �`� x� �,-- GRADING AND <br /> MH-04 <br /> 4II l I04 <br /> DRAINAGE <br /> \ I I I x <br /> 0 1 I I 24 INV IN=21.64(E) I PLAN <br /> 1 \ I I I I 23 INV IN=21.64(N) I II 1 0 <br /> 1 I 1 I I I I PROVIDE AND \ INV OUT =21.64(W) I I 11 <br /> 51'-6" PERF PVC ® 0.30% I I INSTALL CLEANOUT \ I xl 11 0 <br /> o I I I 01 <br /> I INV=18.24 \ I I 1 <br /> I i I- 5'-6" PVC ® 1.00% \ I \ 1 x Sheet No. <br /> \ 1 x <br /> O I 26 \ I x \ \ o <br /> z NOT FOR CONSTRUCTION REFER TO SHEET GN-1 FOR SITE MATCH LINE - THIS SHEET GRAPHIC SCALE o GD = l <br /> FOR PERMITTING PURPOSES ONLY WORK GENERAL NOTES 40 20 0 40 <br /> o .. <br /> 0 <br /> SCALE IN FEET <br /> x <br /> 2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. <br />
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