|
ENCROACHMENT NOTES Q PARTIAL LEGEND El TR PORTABLE TRASH RECEPTACLE ON A MINIMUM 24"x24"x4"
<br /> LIME TREATMENT SOIL NOTE CONCRETE PAD.
<br /> FA] THE SOUTHEAST SIDE OF THE RIVER ISLANDS PARKWAY PUBLIC SIDEWALK CONTRACTOR SHALL LIME-TREAT THE UPPER 18" OF PROPOSED CLAYEY SUBGRADE SOIL UNDER 0 -j FEMI NEW 24"x36" CONCRETE DRAIN BOX INLET WITH RECIPROCAL NON-EXCLUSIVE EASEMENTS FOR INGRESS
<br /> 0 z A FLOGARD PLUS FOSSIL FILTER INSERT FOR
<br /> ENCROACHES INTO AND SOUTHEAST OF THE NORTHWEST SURVEYED PROPERTY 0 Q� VACANT L < q�
<br /> THE BUILDING AND TRASH ENCLOSURE SLAB, NEW CONCRETE SIDEWALK, AND NEW CONCRETE OT THE PRE-TREATMENT OF STORMWATER RUNOFF. AND EGRESS, PARKING, SURFACE DRAINAGE, UTILITIES
<br /> PAVEMENT HARDSCAPE. THE PRELIMINARY APPLICATION RATE OF LIME SHOULD BE 5 PERCENT U)
<br /> LINE BETWEEN 1.5' AND 2.3'. < APN:191-190-19 10 AND STORM DRAIN PURPOSES CONTAINED IN THE
<br /> BY DRY WEIGHT. THE LIME MATERIAL SHOULD BE CALCIUM OXIDE, COMMONLY KNOWN AS / D*E] PROPOSED INOB INSTALLED AND MAINTAINED DOCUMENT ENTITLED "OPERATION AND EASEMENT
<br /> VACANT LOT
<br /> FB] THE SOUTH SIDE OF THE RIVER ISLANDS PARKWAY PUBLIC SIDEWALK QUICK-LIME. THE CLAYEY SOILS SHOULD BE ABOVE OPTIMUM MOISTURE-CONDITION DURING a_ Al AGREEMENT BETWEEN TARGET CORPORATION AND WATT
<br /> MIXING OPERATIONS, AND SHALL NOT CONTAIN EXCESSIVE ORGANICS, DEBRIS, AND FRAGMENTS APN:191-190-18 C3 _ A�� 22'-6" TALL LED FIXTURE HEIGHT LIGHT POLE MCKEE LLC FOR LATHROP MARKETPLACE SHOPPING
<br /> ENCROACHES INTO AND SOUTH OF THE NORTH SURVEYED PROPERTY LINE 2.1'. of _j C� z ON TOP OF A 30" TALL 24" DIAMETER
<br /> LARGER THAN 4 INCHES IN MAXIMUM DIMENSION. REMOVE ALL LIME TREATED NATIVE SOIL FROM < U CENTER SEPTEMBER 14, 2007" DATED SEPTEMBER 14,
<br /> C) STOP AND STREET SIGNS CONCRETE BASE FOR A TOTAL HEIGHT OF 25'
<br /> WITHIN THE NEW LANDSCAPE AREAS AND UNDER THE NEW ASPHALT PAVEMENT. 0 < -)K Ll� 2007 BETWEEN TARGET CORPORATION, A MINNESOTA
<br /> _____ TEVPORARY 10' TALL 0, 1 V) TALL.
<br /> CP I-
<br /> REAL ESTATE SIGN CORPORATION ("TARGET"), AND WATT MCKEE LLC, A
<br /> _j
<br /> AT&T T— _j I- EI-&C EXISTING DEVELOPER MAINTAINED 30' TALL CALIFORNIA LIMITED LIABILITY COMPANY ("DEVELOPER"),
<br /> CIO D LIGHT POLE. RECORDED SEPTEMBER 14, 2007 AS INSTRUMENT NO.
<br /> _T 0 2007-162960 OF OFFICIAL RECORDS OF SAN JOAQUIN
<br /> -TEVPORARY 10' TALL SLP W/ "LEFT LAN 0
<br /> T = YELLOW TRUNCATED DOMES DETECTABLE COUNTY.
<br /> T REAL ESTATE S AT&T SLPB /VUST EFT" SIGN Gp
<br /> z WARNING STRIP.
<br /> <0 THE EFFECT OF A PORTION OF THE OWNER'S CERTIFICATE
<br /> PG&E J0 TEVPORARY 10' TALL �E Z
<br /> SLC
<br /> < F ON PARCEL MAP 09-OlPM RECORDED JUNE 23, 2010
<br /> E PED. REAL ESTATE SIGN -------—---------- GP VEHICLE DETECTOR LOOP. AND ON FILE IN BOOK 25, PAGE 81 OF PARCEL MAPS OF
<br /> wV NEW 3' TALL 18"x24" LIT "DRIVE THRU" SAN JOAQUIN COUNTY WHICH READS: "THIS PARCEL MAP
<br /> DIRECTIONAL SIGN. DOESHEREBYRESERVE AND DOESNOTHEREBY
<br /> �__AT&T T �RRO SIGN
<br /> SLC-���DIRECTIONAL ---------------------- --------------------------- WV WV 18"W 2 DEDICATE FOR USE BY THE GENERAL PUBLIC, A COMMON
<br /> -------------- NEW 3' TALL 18"x24" LIT "THANK YOU, DO NOT EASEMENT FOR PRIVATE INGRESS AND EGRESS, PRIVATE
<br /> _SLC OR PUBLIC UTILITIES, MAINTENANCE AND DRAINAGE OVER,
<br /> SLPE3.,, #15648 ENTER" DIRECTIONAL SIGN.
<br /> ACROSS AND FOR THE BENEFIT OF PARCELS 1 THRU 8
<br /> ---------------------- OF PARCEL MAP 09-01 PM. SAID EASEMENTS TO BE
<br /> WV NEW PEDESTRIAN CROSSWALK SIGN.
<br /> ----------- (PUBLI ---------------- EET) DOUBLE YELLOW LOUISE DEFINED IN THE COVENANTS, CONDITIONS, AND
<br /> N89*30'51"W STRIPING 1 NEW ACCESSIBILITY ENTRY SIGN. RESTRICTIONS OR SIMILAR TYPE DOCUMENT RECORDED BY
<br /> 81 SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF
<br /> CE 1.30' NEW STOP SIGN, BAR AND LEGEND. THIS PARCEL MAP"
<br /> ------- 23.08- STO
<br /> P
<br /> 4' LONG YELLOW CONC.
<br /> 'EFLECTORS --------
<br /> ELS70PS AND R EXISTING PG&E ELECTRIC PAD MOUNT REFER TO BOUNDARY MONUMENTS AND SURVEY
<br /> 18"W WHE 0 TRANSFORMER. CONTROL POINTS DESCRIPTION SHOWN ON SHEET C1.
<br /> 'I,— C�
<br /> ^C-4 6 FO NEW CONCRETE SIDEWALK.
<br /> ---------------
<br /> --------- _j PROPOSED ELECTRIC PULL BOX, AND CLEAR FLOOR
<br /> o- _J---�, _� PARKWAY AVENUE PROPOSED 18" TO 27" TALL 16" WIDE STUCCO SPACE.
<br /> af Z bj U_
<br /> 0 _j COVERED CMU SEAT WALL WITH A PRECAST
<br /> Cn
<br /> < Z Z CONCRETE CAP PER B/ClO.
<br /> RIVER ISLAN� _j Z 0 SDMH <
<br /> M of 0 z
<br /> 0 n- 0 C) X: U5 00
<br /> TIMATED
<br /> —----- �CRCP SD-- co
<br /> _j _j 00 00 _j ES
<br /> _0 <>_ 3: _j _j of z 0 OUANITITIES STORM DRAIN AND UTILITY PLAN CONSTRUCTION NOTES
<br /> SDMH of
<br /> 00 CID --36"RCP SID M -------- < M < LO
<br /> La
<br /> r, 0 _j>- Z _j 13 L.F. 40 INSTALL 3" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE FROM THE BUILDING ROOF DRAIN TO THE CURB OUTLET,
<br /> -Lo <
<br /> _j M < :4k 0 '�O
<br /> < Ji < <a_ DRAIN BOX OR STORM DRAIN PIPE AS SHOWN ON THE PLUMBING PLANS.
<br /> 0 >_ Uj I U� :2 �D 3:
<br /> > Ln bi of 0 z 0 E�:]
<br /> z of z z: < Uj C14 z 1 EA. @ INSTALL 1500 GALLON GREASE INTERCEPTOR MANUFACTURED BY JENSEN PRECAST, MODEL JP1500EE PER DETAIL
<br /> Ln _D U-) F-- Z U-)
<br /> "F\Cp so Uj Of
<br /> CN < D
<br /> 0 _U z 0 57 SHOWN ON THE PLUMBING PLANS AND SAMPLE BOX MODEL 2432-Z PER JENSEN PRECAST OR EQUIVALENT
<br /> CD D Z Of D - Z UNDER SEPARATE PERMIT.
<br /> < a- z U) z Uj 1j) (n In 65 Uj z :D L11
<br /> U < Uj Uj a;M
<br /> 0 Ll- a_ Uj
<br /> z -�3 Cn
<br /> Of Ld:2 0 of co 180 L.F. @ INSTALL 4" DIAMETER SDR 35 P.V.C. ONSITE SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C"
<br /> z 0 _j D n 0 w z Uj Z Uj
<br /> LL LLI 0 OL rl-)
<br /> Uj z L� z4l� a- _�O_ < _j Uj
<br /> S(A LLI z a_L-1 0 LLI
<br /> 0 z 4 0
<br /> a-- no z
<br /> z < z
<br /> El- it Cc) 1,j :E
<br /> i VC SID RECORD LOCATION OF 0 D FA M u):2 0 no Uj
<br /> a_ 4 EA. INSTALL SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL "E" SHOWN ON SHEET C3 OR EQUIVALENT.
<br /> U _j Z D - Lij
<br /> 2-4" PC&E P 25KV, L1 T) C-0 6;-) 5 Uj 0 bi b 0) [if <
<br /> O�� 01i Cli C) 0-1
<br /> 'd z 0 L�
<br /> 2"HPG,,2-4"T,2"CTV C5 45 L 44 INSTALL 4" DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2 PERCENT UP TO THE BUILDING
<br /> 15"pVC SID CV Ln F.
<br /> PA PA p 01CV 0 0_ Q0 AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3.
<br /> a. icv
<br /> r — y _U _j 0
<br /> -F-\F--T TPB -j Ln z
<br /> 1, EX. < < 4 EA. INSTALL TWO-WAY SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL 'IF" SHOWN ON SHEET C3.
<br /> C14
<br /> NPS A _)N89*30,51 11W S11 DE ALK T B /\N
<br /> 00 1 -1 !Q W_�
<br /> N89'30'51"W 7� i 2?5.23' 7
<br /> 0 IDEWA�K-\ JT T I �9 95 L.F. INSTALL NEW GAS SERVICE PIPE, BOLLARDS AND METER TO THE NEW IN-N-OUT BURGER RESTAURANT BUILDING
<br /> 100.00, 10-
<br /> E /--,3--5" PG&L — PER SOUTHERN CALIFORNIA GAS COMPANY PLANS, STANDARDS AND SPECIFICATIONS
<br /> 2 OIL D --IN E 6-b" FG&L E
<br /> Uj ICB 0
<br /> 5'TALL 0. VACANT LAND 35 L.F. INSTALL 4" DIAMETER UNDERGROUND TELEPHONE SERVICE CONDUIT, BOXES, AND VAULTS TO THE NEW IN-N-OUT
<br /> PG&E G&E S ADA SiQKI C) PV C,N�\�011n,P, APN:191-190-65
<br /> CAB a_ \/_r " 61 U_z '3% t5 , - BURGER BUILDING PER FRONTIER COMMUNICATIONS SEPARATE PLANS, STANDARDS AND SPECIFICATIONS.
<br /> EPB_= C14 �j —2'W C14 C-4 F14 :w
<br /> L1 1 61 0!1�C� 35 L.F. @8 INSTALL 4" DIAMETER HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON
<br /> LLI F -ROH- 2
<br /> LU w ICV0 51 Irr)ro 0 O� SHEET C3.
<br /> n54 7) ,\RFC. STUB 2 E�'
<br /> 1CV L10 RELOCATED CO 0
<br /> In->Ln =D R p 35 L.F. INSTALL NEW UNDERGROUND SECONDARY ELECTRIC POWER SERVICE CONDUIT RUNS, BOXES, VAULTS, AND
<br /> L13 STOP SIGN > LU " pG&-�-
<br /> \LOC. OF RLCORD S T U!1 BOLLARDS TO THE NEW IN-N-OUT BURGER BUILDING PER PACIFIC GAS AND ELECTRIC (PG&E) SEPARATE PLANS,
<br /> __j 2_1 2-1*
<br /> M 11�_ rl� z 3 T E T 4 49 5�45 61
<br /> <<�_ 15.00- RD POC, YSD p FOR 3-5" PG&E E, 4 11 G, STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PULLING CABLES W/COLOR CODED JACKETS.
<br /> F-- 02 slalp_ \,�/ 40 -1 2"CTV, CTV, E, T POC Or PG&E WILL LAND CABLES AT TRANSFORMER ONLY.
<br /> E Cf) 1, RR THRU CF p(4�7)(5�4�
<br /> cli 1 IR R.W'
<br /> -Ln LLj M z 5 �6 1.5"IRR POC 45 L.F. 50 INSTALL 2 DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2% UP TO THE BUILDING TRASH
<br /> a- 0 PRS 64 U
<br /> LVO) IT CLOSET-
<br /> LP -)T POC, 49 3-5"PG&E E
<br /> PARCEL 5, PV 09-OlPM j-7 1-4" TEL. ENCLOSURE AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3.
<br /> VACANT PAD \��W 25 PAIR SERVICE -VOH- - - - - - - - - -
<br /> 30,_\ CABLE --A 105 L.F. 5@1 INSTALL 2" DIAMETER COPPER WATER PIPE BETWEEN THE WATER METER AND THE NEW RESTAURANT BUILDING.
<br /> PTN. APN:191-190-64 0 \ MIN. -Z
<br /> 30' TALL LP F 7� + LEC. PANEL RM. FOR 120/208 CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3.
<br /> > 4 5
<br /> LO 0 VOI T 3 PHASE, 4 WIRE, SERVICE
<br /> 105 L.F. INSTALL 3/4" DIAMETER COPPER HOT WATER PIPE AND 3/4" DIAMETER COPPER COLD WATER PIPE AS SHOWN
<br /> 06 bi 1000 AMP SERVICE ENTRANCE OC N'��2��08 r\0
<br /> 0) FIRE RISER ROOM INV. AT� 1) 68 INV. AT 2.0% ON PLUMBING PLANS. INSULATE BOTH PIPE WITH 3/4" THICK THERMACEL.
<br /> GROUNDWATER NOTE L VLT a- GOFQ P,�Av Bc)\/,
<br /> CS, F) 'IF RISER 01-EAN A D% U, �A 185 L.F. INSTALL PRIVATE 6" DIAMETER C-900 CLASS 200 P.V.C. WATER FIRE LINE AND DUCTILE IRON FITTINGS WITH
<br /> ACCORDING TO THE KRAZEN AND ASSOCIATES, INC. JUNE 27, 2018 0 C-) \L// OC, FIRE AN POOL/ �y, 36
<br /> PREPARED GEOTECHNICAL INVESTIGATION REPORT, THE DEPTH TO EL D t3 CH 10.50 1 INV. 4"SD R 15 CONCRETE THRUST BLOCKS PER CITY STANDARD DETAIL W-3 SHOWN ON SHEET C14 AND PER LOCAL FIRE
<br /> 0� IN T 2 DEPARTMENT STANDARDS. MEGALUG RESTRAINT FITTINGS CAN BE SUBSTITUTED FOR THE CONCRETE THRUST
<br /> FREE GROUNDWATER IS APPROXIMATELY 8.5' TO 10' WHICH IS 10"DDCA 5 10.171NV. 12"SD BLOCKS WITH PRE-APPROVAL FROM THE LOCAL FIRE DEPARTMENT PER CITY STANDARD DETAIL W-5 AND W-6
<br /> FIRE LANE AND it 0
<br /> 0 - �n < SHOWN ON SHEET C14. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. MINIMUM PIPE COVER SHALL
<br /> EQUAL TO THE APPROXIMATE ELEVATION OF BETWEEN 3 AND 4.5. NO SEMI-TRUCKS 30' FIRE LANE A V.GB
<br /> V) 50 0_00 0 -TRAFFIC AREAS AND 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1.
<br /> 3,867 SF 0 _j BE 30" IN NON
<br /> IN ADDITION TO THE GROUNDWATER LEVEL IF EARTHWORK IS PRS 15' 15' Fr�7 - � q-\ C) AIA Z L,
<br /> IF w 0 4zz:� n t�:; r-;= r- LOCATION OF RECORD
<br /> LL1 - 1 0 � �CUSTOMER T) L)
<br /> PERFORMED DURING OR SOON AFTER PERIODS OF PRECIPITATION, w Uj L) 0 > \ a/ () I 4'� �__[f z 0� STUB FOR 2-5" PG&E 36 L.F. INSTALL NEW UNDERGROUND CABLE TELEVISION SERVICE 2" DIAMETER PVC CONDUIT AND PULL BOXES TO THE
<br /> 5 1 E20TC PICK-UP M z WZI�K 0 ENTRANCE �D 0 0 L_� �2�2�2 NEW IN-N-OUT BURGER BUILDING PER CHARTER COMMUNICATIONS SEPARATE PLANS, STANDARDS, AND
<br /> 3.70TOG,FL -H- (a-
<br /> THE SUBGRADE SOILS MAY BECOME SATURATED, "PUMP", OR NOT 0 13:1 LIL 2.82±SDIC8t�_lz:�
<br /> 1 WINDOW a. it .-[.
<br /> RESPOND TO DENSIFICATION TECHNIQUES. TYPICAL REMEDIAL 69 11.20INV. ��% -q-0 / I �O 58 < r1i C� S, 4"T, 2"CTV, 1"HPC SPECIFICATIONS.
<br /> RD POC, 3SD 6 04 09.50INV. a6l An
<br /> MEASURES INCLUDE: DISCING AND AERATING THE SOIL DURING DRY /=)Z\ 4 0i 01/ INV. AT
<br /> -) 3: /1/ 1 TH U CIF 9 -- 4-i (@INSTALL 4" DIAMETER SEWER TRAP FOR THE COVERED TRASH ENCLOSURE TRENCH DRAIN PER DETAIL I'D" SHOWN
<br /> WEATHER; MIXING THE SOIL WITH A DRYER MATERIALS; REMOVING 0 La - 0 VON A^ INV. AT 2.0% 2.0% 0 61 1 EA
<br /> Ld
<br /> 0 53 ON SHEET C3.
<br /> AND REPLACING THE SOIL WITH AN APPROVED FILL MATERIAL; OR U Lf) - L
<br /> > 09.60INV 8"S OH --A
<br /> MIXING THE SOIL WITH AN APPROVED LIME OR CEMENT PRODUCT T,
<br /> R A INIV- 10 L.F. 56 INSTALL 8" DIAMETER HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON
<br /> KRAZAN AND ASSOCIATES, INC. SHALL BE CONSULTED PRIOR TO 09.441NV. 12"SD _14_2F (@
<br /> S L SHEET C3.
<br /> �y L -��4 S D
<br /> IMPLEMENTING REMEDIAL MEASURES TO OBSERVE THE UNSTABLE LP __0,VVWF- . 1 13.51 INV. R—R-
<br /> 7iF--E % 0 53, G
<br /> SUBGRADE CONDITIONS AND PROVIDE APPROPRIATE 0 0 A3.
<br /> FpR 30' TALL RD POC 8 EA. CONTRACTOR TO VERIFY THE PIPE POINT OF CONNECTION LOCATION, ELEVATION AND TYPE OF MATERIAL PRIOR
<br /> TO INSTALLING ANY NEW PIPE.
<br /> RECOMMENDATIONS. ALL PROPOSED UNDERGROUND SITE PIPING AND 00 LP �2
<br /> n CN r� 0)
<br /> PREVENT WATER INTRUSION INTO THE PROPOSED UNDERGROUND . . 4 �7-�, I 13.70TOG
<br /> STRUCTURES SHALL HAVE WATER TIGHT SEALS AND JOINTS TO 00 14.21±LIF V1 00(0 3 EA. INSTALL STORM DRAIN CLEANOUT ASSEMBLY TO GRADE PER DETAIL "G" SHOWN ON SHEET C3.
<br /> PVT FH - N 44
<br /> IMPROVEMENTS. --C:y 6 W R— INV. @2�--- �2 -cNN,4 r
<br /> 8.7% 2.70INV. TD
<br /> \z N WV 2 14.09±Lib -R 61 LO 1 EA. INSTALL FIRE SPRINKLER RISER PER DETAIL "K" SHOWN ON SHEET C3.
<br /> PA 0 2.67.AT SAMPLE' Box 43 — 12.20INV. 4" D 01
<br /> z 14.032-11) 10.8 1
<br /> 07.65INV. INV� 4
<br /> U�. 1 EA. (@ INSTALL AN ABOVE GRADE PRIVATE FIRE DEPARTMENT CONNECTION PER DETAIL SHOWN ON SHEET C3, PER
<br /> CONSTRUCTION STAKING NOTE NO
<br /> C 0 1 1
<br /> EV PARKING 4N 2 INV. AT 8.7%
<br /> EV PARKING R— LOCAL FIRE DISTRICT STANDARDS AND PER N.F.P.A. 24 STANDARDS AND SPECIFICATIONS. FINAL LOCATION AND
<br /> ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND (05.9)±INV. 6"S 01J�LJ11L,01,'j 45 0Y) 0 ALL INSTALLATION DETAILS TO BE TO BE PREPARED AND SUBMITTED BY THE FIRE SPRINKLER SUBCONTRACTOR
<br /> ) �1@ (n>
<br /> STRUCTURES SHALL HAVE CONSTRUCTION STAKES SET BY A 6"S 6"S- X07.06INV. 0 . 00 TO IN-N-OUT BURGER AFTER APPROVAL BY THE LOCAL FIRE MARSHAL. THE FIRE SPRINKLER SUBCONTRACTOR
<br /> CALIFORNIA LICENSED LAND SURVEYOR PROVIDING HORIZONTAL AND 0 In -H Z FACILITIES PRIOR TO INSTALLATION.
<br /> 0 INV. AT P-) 48 6"S INV. X. INV. AT 0.5% V)to
<br /> VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. 0 >: 2.6% Q0 _j
<br /> AT 11.5% _j M
<br /> z C-0 a- 0> 12 EA. INSTALL NEW INOB CONTROLLED LIGHT POLE AND UNDERGROUND ELECTRICAL CONDUIT, WIRING AND PULL BOXES
<br /> > -H > (n -4q Z
<br /> 00 68 C.4 `1: 572 b CIRCUITED TO THE INOB ELECTRICAL PANEL AS SHOWN ON THE ELECTRICAL SITE PLAN UNDER SEPARATE PERMIT.
<br /> CITY ENCROACHMENT NOTE z CD 00 Z 0 z
<br /> +1
<br /> r'i M Z
<br /> 1- 0 (A 68 0 68
<br /> CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE �_D 0 -H Z+ _0 1 EA. INSTALL 2" DIAMETER ABOVE GRADE WILKENS MODEL 375 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
<br /> L6 (6 �D 00 O'�- 71 45 ASSEMBLY, 4" THICK CONCRETE SLAB AND CAGE PER CITY STANDARD DETAIL W-16 SHOWN ON SHEET C14.
<br /> CITY PRIOR TO COMMENCING ANY WORK WITHIN THE ADJACENT 0 00 r�C'!�, 0
<br /> PUBLIC STREETS OR ANY ONSITE EASEMENT. �2'poR, 0 1 EA. INSTALL 1.5" DIAMETER ABOVE GRADE IRRIGATION WILKENS MODEL 375 REDUCED PRESSURE PRINCIPLE BACKFLOW
<br /> LQ a-> L
<br /> 43 z PREVENTION ASSEMBLY, 4" THICK CONCRETE SLAB AND CAGE PER CITY STANDARD DETAIL W-16 SHOWN ON
<br /> 00 /01 SHEET C14.
<br /> LP 57 6 L
<br /> 0 1)
<br /> \CON INSTALL IRRIGATION PIPING PER SEPARATE LANDSCAPE AND IRRIGATION PLANS PREPARED BY BRANDON PETRUNIO
<br /> COF\1D -9C P
<br /> AND ASSOCIATES, INC.
<br /> LINE DATA TABLE 148�16'32" 152.40' _ 12--- &
<br /> NMI 00 JZ W 0 2'�A?�3,
<br /> U-i 220.89 CA\j 1 EA. (@ INSTALL 2" DIAMETER DOMESTIC WATER COPPER SERVICE WITH A 1.5" WATER METER, METER BOX AND LID PER
<br /> _j 2"HDPE SD-
<br /> NO. BEARING DISTANCE _00 z Z E SD A!' MODIFIED CITY STANDARD DETAIL W-8A SHOWN ON SHEET C14. CONNECT TO THE EXISTING 2" DIAMETER WATER
<br /> - 9' /;7\(14.12 SC 00 w U 61 z SERVICE PIPE.
<br /> (n LO 0 _j 0
<br /> TYP. PA = �- a_>:
<br /> L5 N89*36'32"W 9.69' --N c6 :�E- z
<br /> to 1 EA. @66 INSTALL A 1" DIAMETER WATER METER, METER BOX AND LID FOR IRRIGATION PURPOSES PER MODIFIED CITY
<br /> 0 0 Li 0
<br /> 0 r- '1 7 STANDARD DETAIL W-BA SHOWN ON SHEET C14. CONNECT TO THE EXISTING 2" DIAMETER WATER SERVICE PIPE.
<br /> L6 NOO*23'28"E 18.00, 57 cl�06 _N_ -
<br /> U)0) Nj lu
<br /> LU U)
<br /> 68 X C�r- 1 EA. @ TRENCH GRATE SHALL BE FULLY ENCLOSED IN THE COVERED TRASH ENCLOSURE BUILDING. CONCRETE PAD AT
<br /> L8 N34*57'26"W 47.41' 7 Uj 5 THE TRASH ENCLOSURE SHALL SLOPE AWAY FROM THE EDGE OF THE BUILDING TO ENSURE NO STORM WATER
<br /> 68 ENTERS THE TRENCH DRAIN. CONCRETE FLATWORK OUTSIDE OF THE COVERED TRASH ENCLOSURE BUILDING SIDE
<br /> L11 N89*31'01"W 23.00' DOOR SHALL SLOPE AWAY FROM THE DOOR TO ENSURE NO STORM WATER ENTERS THE COVERED TRASH
<br /> 71 Cf) C_ ENCLOSURE BUILDING AND MAKES ITS WAY INTO THE TRENCH DRAIN.
<br /> EX.SDMH INLET
<br /> L12 N44*23'53"E 23.60' (1 3.15)TOG
<br /> 365 L.F. INSTALL 12" DIAMETER HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON
<br /> L13 N89*31'01"W 23.00' => 12.85TOG
<br /> (07.5)INV. REDWOO HEADER SHEET C3.
<br /> L14 N44*30'56"W 31.11' 1 EA. HOT TAP INTO PRIVATE 10" DIAMETER WATER LINE AND INSTALL A 6" DIAMETER GATE VALVE, WITH A RISER PIPE
<br /> WV X_ AND ACCESS FRAME AND LID FLUSH WITH THE SLOPING PAVEMENT, AND A CONCRETE THRUST BLOCK PER CITY
<br /> L29 N34-57'26"W 41.5 0 1> STANDARD DETAIL W-3 SHOWN ON SHEET C14.
<br /> 00 PA ICV _j -Do
<br /> _j 1 EA. INSTALL A POST INDICATOR VALVE WITH A TAMPER SWITCH PER DETAIL "J" SHOWN ON SHEET C3. INSTALL
<br /> 09-01 PM <Uj `01
<br /> N N PARCEL 8, PM 0 _,3 ELECTRIC CONDUIT AND WIRING FROM THE TAMPER SWITCH TO THE BUILDING FIRE ALARM MONITORING SYSTEM AS
<br /> z �n
<br /> ICB, LEFT ARROW SIGN VACANT LAND Uj SHOWN ON ELECTRICAL SITE PLAN SHEET E1.0.
<br /> PTN. APN:191-190-64 lop
<br /> ppE LP�NE 3 EA. CORE DRILL INTO THE PRECAST CONCRETE STORM DRAIN MANHOLE FOR THE PROPOSED 12" DIAMETER HDPE
<br /> 0 of z
<br /> - <-D STORM DRAIN INLET PIPE. CREATE A WATER TIGHT SEAL BETWEEN THE MANHOLE AND THE PIPE PER CITY
<br /> LLI 0 of WVS STANDARD DETAIL D-8 SHOWN ON SHEET C14 OR EQUIVALENT.
<br /> ICV, C) 0z
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<br /> M:;�� \(10.4)±INV. 7 EA. @ POTHOLE POSSIBLE CONFLICTING UNDERGROUND UTILITY LINE AND PROVIDE INFORMATION TO CIVIL ENGINEER FOR
<br /> PROJECT NORTH TRUE NORTH LO SUBGRADE VERIFICATION NOTE
<br /> ICV,) C) POSSIBLE REDESIGN OF THE PROPOSED UNDERGROUND UTILITY/STORM DRAIN PIPE PRIOR TO INSTALLING ANY
<br /> 0 10 20 40 60 LIMITED TESTING BY KRAZAN AND ASSOCIATES, INC. (KRAZAN) WAS PERFORMED ON THE FILL PROPOSED UNDERGROUND LITILITY/STORM DRAIN PIPES.
<br /> SOILS WHICH INDICATES THAT SOME COMPACTION EFFORT WAS APPLIED TO THE FILL MATERIALS *THESE NOTES ARE "FOR REFERENCE ONLY". SEPARATE DETAILED PLANS PREPARED BY THE CONTRACTOR ARE
<br /> AT THE TIME OF PLACEMENT. IN-N-OUT BURGER TO PROVIDE KRAZAN COMPACTION REPORTS TO BE SUBMITTED TO, AND BE APPROVED BY, THE FIRE DEPARTMENT FOR ALL FIRE PROTECTION SYSTEMS.
<br /> GRAPHIC SCALE FROM THE SELLER FOR REVIEW. ALL FILL SOILS THAT HAVE NOT BEEN PROPERLY PREPARED AND
<br /> SCALE: 1"=20' CERTIFIED SHALL BE EXCAVATED AND STOCKPILED SO THAT NATIVE SOILS CAN BE PROPERLY NOTE: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION
<br /> PREPARED FILL SOILS RANGE IN DEPTH BETWEEN 3' AND 5' THICK. QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S ESTIMATE ONLY.
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER' �?,OFESS/0,
<br /> DEVELOPER: Underground Service Ale�� MSL I IN-N-OUT BURGER STORM DRAIN AND
<br /> IN-N-OUT BURGER ORE po ENGINEERING, INC. L I I
<br /> Call: Toll Free G) LATHROP MARKETPLACE
<br /> 13502 HAMBURGER LANE !2
<br /> CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 0 M 1131 UTILITY PLAN
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<br /> BALDWIN PARK, CA. 91706 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 NO. 38382 -
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<br /> CONTACT- KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 16514 GOLDEN VALLEY PARKWAY
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<br /> (626) 813-8275
<br /> BEFORE YOU DIG Dallas Texas 75254
<br /> Ph: (972) 239-8884 NJ -9 0611�� 10-25-18 OF c LATHROP, CA 95330
<br /> Fax: (972) 239-5054 MARK S R.C.E. 38382 DATE C6 co
<br /> JN 18023-18023 C60
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