My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200936
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2022
>
PS-2200501 thru PS-2201000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200936
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/26/2022 2:14:21 PM
Creation date
9/26/2022 2:03:10 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2200936
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
W/S of Piccoli Rd. 32' S/O HWY 88 (Waterloo Rd.)
Address
2474 Wigwam Dr., Stockton, CA 95205
Application
Haggerty Construction
Type
Frontage Improvements; Curb & Gutter
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
4" PAINT STRIPI <br />WITHIN UNLOAD <br />PAINT WOR05 "I <br />PARKINS" IN 12' <br />LETTERS <br />TYPICAL HDCPL <br />516N - SEE G <br />GI <br />HANC)ICAF SWAGE <br />SIGN 1'-6" x 2'-0" x 14 &A. (STD. HDGPD SIGN) <br />w/ LETTERS IN HIGH MIN. SIGN CONTRACTOR <br />SHALL DETERMINE AND PRINT CORRECT DATA <br />IN BLANK SPACES SHOWN. <br />'UNAUTHORIZED VEHICLES PARKED IN M51CPNATED ACCESSIBLE <br />SPACES NOT DISPLAYIN6 015TIN&U15HIN& PLACARDS OR LICENSE <br />PLATES MAY BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES <br />MAY BE RECLAIMED AT CITY OF MANTECA POLICE DEPARTMENT <br />OR BY TELEPHONI146 (20q) 2361-5401." <br />21.g" O I.P.S. 5GH. 40 &ALV. <br />- EXTEND INTO GONG. 2'-6" <br />TH15S16N SHALL BE POSTED IN A <br />GON5PIG0005 PLACE AT EACH ENTRANCE =1 <br />TO PARKING FACILITIES, SEE 51TE PLAN. <br />FARK I N6 s 1 GN <br />TYPICAL 3'-0" 50. <br />ACCESSIBILITY SYMBOL <br />SHALL BE PAINTED <br />"BLUE" OUTSIDE OF <br />PARKIN& STALL <br />WATERLOO ROAD (STATE HIGHWAY ROUTE 88) <br />3 <br />Z <br />f s <br />'sem, s <br />(�J Orr. ,SR• <br />T +31.12' SIGN ADOPT NWY 1R2, G" !r° <br />� +31.10' G91r 945 'I'/r. <br />pWKDLT UNK +31.36' SIGN LANE ENDS+31.31' G <br />P 3150 P 32.00 <br />1 <br />3NWLT UNK `r <br />°N1 <br />w4i W, <br />04 150.00' <br />_Q <br />r <br />"=1:-011 <br />-11 <br />OPTION TO MOUNT SI&N <br />MOUNTIN& HT. TO BE <br />ON KALL OF El. <br />FOR- <br />` <br />/ - I INTERNATIONAL <br />- V THE �ii ii <br />LUE BACKSROUNl <br />S <br />- ❑. <br />MINIMUM <br />SION SHALL <br />BL . <br />'VAN ACCESSIE" <br />PAVING SECTION TABLE <br />R <br />�fE) AG PAVING <br />3 <br />092 <br />s1° <br />aR °ti° <br />or <br />CL4 END <br />- LII -_N,__ <br />3 <br />Sr°SAO 4fAOF9 <br />Fy o <br />0 <br />F CL4 <br />J <br />O)e <br />B` <br />3.4 SG <br />TW 32.4 <br />P 32.46 <br />USE <br />DETAIL <br />®09), <br />FA <br />J° 945 <br />86. <br />FA <br />Seo_ 945 <br />NO <br />35.10 <br />ILPT1o1 <br />-o <br />PS <br />290 <br />90 <br />J <br />Ql <br />l� N <br />SSMN <br />-711 <br />---F <br />DETAIL R' <br />SE <br />12 ` SS INV <br />iE 32.2 <br />A <br />RELOCATE STREET 'zs, °. . <br />REMOVE (EJ GONG. <br />PAD 4 BOLLARDS <br />SIGN HERE <br />"r0g2 <br />SS <br />0 <br />0 <br />.20' EP <br />BgP4, FNO <br />R - <br />J <br />242 <br />(y� <br />s <br />066• <br />1110 <br />-SEE <br />V <br />FA <br />I <br />s, 6145 <br />32.36' EP <br />REMOVE (P) STREET <br />SY62 r°ti S/°N <br />SIGN <br />.SSM7-/ <br />MF NAIL PTygPV 12" SS INV <br />18.08cli <br />N <br />° <br />3240' <br />NE 8" SS INV <br />19.18 <br />sob <br />s ° <br />F <br />INSTALL 4OLF i12"(I) <br />SE <br />72 L <br />A <br />all DRAIN THRU <br />P 3298 CURB -TYP. <br />SDR35 PVC, STORM <br />4Y W TO 10' TR N ry <br />.e04 <br />, B R' - <br />DRAIN LINE <br />- - - - - - - - - <br />RSA <br />zn ll' EP AP <br />s <br />^' <br />CROSS UNDER (E) <br />SS <br />A <br />o 1 <br />12" <br />GLEARA�NGE <br />15 SD ____ <br />SD <br />' - <br />I <br />III REQ (EJ <br />SAW GUT 4 REMOVE REMOVE mo) 1.99' EP DW 4 132.01 MF NA I \ �WA LINE <br />1'-0" (FFA AG PAVING FIRE HYDRANT, WATERLINE ` SDM �I `�'" <br />FOR SMOOTH TRANSITION 4 GUARD POSTS IE 31455 �\\ r <br />75" SD lNV 2.04 <br />SAW CUT (E) AG PAVING EDGE � (N) S96N H�GEREEST \�� S'C 15" SD INV 2.04 <br />1 oa' w <br />• EASEMENT LINEPAVEMENT �(N% 12" SD INV <br />a <br />GROSS OVER (FFa <br />NAT I INE <br />GATE L 1 2 SACK SLURRY <br />TG 32 65 % FIRE HYDRAN BACKFILL A 10" MIN <br />P 32.1 HERE I CLEARANCE <br />CONST 24" m I -SEl <br />PH -u I <br />31.4' slcN No ARK6" LE DIGS -SEE® 1 <br />RIP- RIM 30. 1 <br />I 1 <br />1INV 21.15 I <br />.04' SIGN NO PA 1 <br />N W CLEAN AIR 31 <br />W TG 3.61 � TG 3163 <br />VAN POOL o IE 31.13 I c/) <br />EV I c/) <br />03 <br />"1041 ' o• A I <br />n <br />CONST. 110 LF:h BREAK1 3 URB 0 1 <br />GONG. VALLEY 6UTTER FOR DRAINAGE REMOVE G 31.5 1F <br />-SEE® TO POND (E) STOP 516 30.32 31.33 I s <br />I <br />aR <br />1 c <br />+30.42' G x I <br />i,pg' DYL END y <br />j N TG 3192 <br />t0 P 30.52 <br />(N) AG PAVIN6--/ <br />-SEE V, <br />® 6Os FA 1 1 / <br />TO 32.21 SLOPE <br />P31.11 <br />I I so'6. <br />TG 31.12 U I <br />/ <br />It 3Ob2 I / <br />20 aR <br />REMOVE (E) GIIIB I <br />N I 4 AG PAVING 1 I <br />iy I sOos, <br />TW 32.96 I e99 °A <br />P 2.46 TW 32.61 T 32.616 TW 32.g6 32.466 " R SPVDIN6' FOR SMOOTF� 999 <br />TW 32.86 P 2. p TRANSITION I 00� <br />P 32.46 +2 1 <br />e INSTALL R0,4P WAY1 I <br />a, N / <br />CONC. -OR LOC <br />F TW Ell 2s TW 32.Iq V 5 DW&F AL 1 R -I I / <br />TW 3301 +3azz' G G WAS 0p�g0, IN TRIRIALL ) I / <br />GONG. ` 1 I <br />L w x�FLATWORK aA n do 5a' DYL / <br />I / <br />11P2 6 c6 FA 1 I <br />6F"gyp / 1 /96e. <br />Jo02, rCo <br />l 1 / a9 "o <br />To 5036 <br />4511 IE 30.06 <br />TRANS / / A <br />/ I <br />SDMH l " IAaq <br />I <br />NW 12" SS IN .51 VICE % 92968 i <br />TW 31.45 S 6" SS IN 2. I /2s 4, /0 <br />P 30.416/ I R6' � <br />/ I / lio " C <br />+29.63' G <br />W 55 ,•�� <br />32.50 <br />32.42 <br />r3,19 1115" W / 30.34' P4L + 9. CP MPG -WASHER <br />61 N10, 1100 <br />o s. TG 30.10 <br />°j 0 iE 261 60 <br />2. 1 F B / W/\ e�VICE 29 <br />2990' I <br />X16' l NO PARK 7-. _ 9325., `C <br />1 <br />945 <br />/29 REB l l C1A <br />TG 5L" 290' EP AP <br />iE 31.16 <br />NOTE: <br />ENCROACHMENT PERMIT REQUIRED <br />FOR ALL WORK PUBLIC RIGHT OF WAY. <br />REFERENCE <br />TYP PAVING I 6" ROUND CORNERED w/ GL II 456 BASE <br />Y4" RADIUS COMPACT TO 41095 <br />REL COMPACTION <br />O GRADE:L VARIES AG PAVING <br />4- ; <br />4 4 ONT I MAR 111111111 11 GONG. CURB <br />® TOP 4 BOT. 12" COMPACT SUB-61RADE <br />TO gO% REL COMPACTION <br />CONCRETE FAVI ICG SECTION <br />GUR5 <br />!4" NN 1'-0" <br />+3n 45' P <br />FIN. FLR. <br />33.10 <br />+30.27' G TW 32.55 <br />-o <br />PS <br />290 <br />90 <br />J <br />Ql <br />l� N <br />USE -,q <br />-711 <br />---F <br />DETAIL R' <br />&RADE BREAK <br />G 32.613 <br />iE 32.2 <br />+30.43' P <br />REMOVE (EJ GONG. <br />PAD 4 BOLLARDS <br />sO6� <br />5.4% <br />0 <br />0 <br />R - <br />6"0 GUARD POST <br />(y� <br />s <br />066• <br />-SEE <br />V <br />SO Fo <br />83.e <br />30.59 4S TO 4" TR <br />0 <br />soeo <br />+3068' G G 32.43 <br />e <br />° <br />R <br />G WAS <br />sob <br />TO 32.40 <br />DOWN SPOUT <br />TW 32.65 <br />all DRAIN THRU <br />P 3298 CURB -TYP. <br />�2 <br />SORd�QS <br />4Y W TO 10' TR N ry <br />.e04 <br />, B R' - <br />FA- <br />- - - - - - - - - <br />RSA <br />zn ll' EP AP <br />TYP PAVING I 6" ROUND CORNERED w/ GL II 456 BASE <br />Y4" RADIUS COMPACT TO 41095 <br />REL COMPACTION <br />O GRADE:L VARIES AG PAVING <br />4- ; <br />4 4 ONT I MAR 111111111 11 GONG. CURB <br />® TOP 4 BOT. 12" COMPACT SUB-61RADE <br />TO gO% REL COMPACTION <br />CONCRETE FAVI ICG SECTION <br />GUR5 <br />!4" NN 1'-0" <br />+3n 45' P <br />FIN. FLR. <br />33.10 <br />+30.27' G TW 32.55 <br />e <br />°,; o0 P <br />PS <br />290 <br />.15� <br />°945 <br />J <br />Ql <br />l� N <br />iR2c9a <br />-711 <br />---F <br />&RADE BREAK <br />TG 32.10 <br />iE 32.2 <br />+30.43' P <br />REMOVE (EJ GONG. <br />PAD 4 BOLLARDS <br />NOT <br />REPORT BY "BAEZ &EOTEC-HNICAL -O - PROJ NO. 6210.01 <br />NoarH <br />TIM <br />kNO. C045907XP-31-22 CIVIC- <br />O�FC��P <br />F OF C Wo <br />THESE PLANS ARE PRELIMINARY <br />AND NOT FOR CONSTRUCTION <br />UNLESS THERE IS A WET SIGNED <br />SIGNATURE UPON STAMP <br />DRAM <br />RM <br />C+W-4 eD <br />MS <br />PAW <br />3/26/21 <br />x451 e <br />NNNNNNN <br />As NOTED <br />im NO. <br />141091 <br />seer <br />5 OP 22 9Nmvm <br />IRM <br />
The URL can be used to link to this page
Your browser does not support the video tag.