|
ENCROACHMENT NOTES Q U_ PARTIAL LEGEND PROPOSED 18" TO 27" TALL 16" WIDE STUCCO COVERED
<br /> LIME TREATMENT SOIL NOTE _j CMU SEAT WALL WITH A PRECAST CONCRETE CAP PER
<br /> IT 0
<br /> -]F THE SOUTHEAST SIDE OF THE RIVER ISLANDS PARKWAY PUBLIC SIDEWALK 0 _j FEMI NEW 24"06" CONCRETE DRAIN BOX INLET WITH 8/C1 0.
<br /> A CONTRACTOR SHALL LIME-TREAT THE UPPER 18" OF PROPOSED CLAYEY SUBGRADE SOIL UNDER _j A FLOGARD PLUS FOSSIL FILTER INSERT FOR
<br /> ENCROACHES INTO AND SOUTHEAST OF THE NORTHWEST SURVEYED PROPERTY THE BUILDING AND TRASH ENCLOSURE SLAB, NEW CONCRETE SIDEWALK, AND NEW CONCRETE <
<br /> LL VACANT LOT THE PRE-TREATMENT OF STORMWATER RUNOFF. El TR PORTABLE TRASH RECEPTACLE ON A MINIMUM 24"x24"x4"
<br /> PAVEMENT HARDSCAPE. THE PRELIMINARY APPLICATION RATE OF LIME SHOULD BE 5 PERCENT L� U)
<br /> LINE BETWEEN 1.5' AND 2.3'. < APN:191-190-19 CONCRETE PAD.
<br /> BY DRY WEIGHT. THE LIME MATERIAL SHOULD BE CALCIUM OXIDE, COMMONLY KNOWN AS p:�-1 0 EAP-E] PROPOSED INOB INSTALLED AND MAINTAINED
<br /> VACANT LOT �_ X
<br /> FB] THE SOUTH SIDE OF THE RIVER ISLANDS PARKWAY PUBLIC SIDEWALK QUICK-LIME. THE CLAYEY SOILS SHOULD BE ABOVE OPTIMUM MOISTURE-CONDITION DURING IX z
<br /> � APN:191-190-18 A-Z 22'-6" TALL LED FIXTURE HEIGHT LIGHT POLE RECIPROCAL NON-EXCLUSIVE EASEMENTS FOR INGRESS
<br /> MIXING OPERATIONS, AND SHALL NOT CONTAIN EXCESSIVE ORGANICS, DEBRIS, AND FRAGMENTS (D Q:� z
<br /> ENCROACHES INTO AND SOUTH OF THE NORTH SURVEYED PROPERTY LINE 2.1'. _j z ON TOP OF A 30" TALL 24" DIAMETER AND EGRESS, PARKING, SURFACE DRAINAGE, UTILITIES
<br /> LARGER THAN 4 INCHES IN MAXIMUM DIMENSION. REMOVE ALL LIME TREATED NATIVE SOIL FROM D bj _j STOP AND STREET SIGNS CONCRETE BASE FOR A TOTAL HEIGHT OF 25'
<br /> 0 z < AND STORM DRAIN PURPOSES CONTAINED IN THE
<br /> 0 < bi U)
<br /> WITHIN THE NEW LANDSCAPE AREAS AND UNDER THE NEW ASPHALT PAVEMENT. - TEMPORARY 10' TALL Of 01 0 0 TALL. DOCUMENT ENTITLED "OPERATION AND EASEMENT
<br /> =bi V) Gp AGREEMENT BETWEEN TARGET CORPORATION AND WATT
<br /> REAL ESTATE SIGN - -bi
<br /> _j MCKEE LLC FOR LATHROP MARKETPLACE SHOPPING
<br /> E� _j El-&L EXISTING DEVELOPER MAINTAINED 30' TALL
<br /> VO bi D LIGHT POLE. CENTER SEPTEMBER 14, 2007" DATED SEPTEMBER 14,
<br /> / >- 0 2007 BETWEEN TARGET CORPORATION, A MINNESOTA
<br /> TEMPORARY 10' TALL 51 �Ij
<br /> REAL ESTATE SIGN SLPB SLP W/ "LEFT LANE A =0 YELLOW TRUNCATED DOMES DETECTABLE CORPORATION ("TARGET"), AND WATT MCKEE LLC, A
<br /> MUST TURN LEFT" SIGN z GP
<br /> WARNING STRIP. CALIFORNIA LIMITED LIABILITY COMPANY ("DEVELOPER"),
<br /> PG&E TEMPORARY 10' TALL r-. 7 RECORDED SEPTEMBER 14, 2007 AS INSTRUMENT NO.
<br /> REAL ESTATE SIGN < GP LE==� VEHICLE DETECTOR LOOP. 2007-162960 OF OFFICIAL RECORDS OF SAN JOAQUIN
<br /> E PED. WV COUNTY.
<br /> NEW 3' TALL 18"x24" LIT "DRIVE THRU"
<br /> DIRECTIONAL SIGN. THE EFFECT OF A PORTION OF THE OWNER'S CERTIFICATE
<br /> I-DIREC-TIONAL ARROW SIGN WV WV WV �5 ON PARCEL MAP 09-OlPM RECORDED JUNE 23, 2010
<br /> -------------------------------------- 2 NEW 3' TALL 18"x24" LIT "THANK YOU, DO NOT AND ON FILE IN BOOK 25, PAGE 81 OF PARCEL MAPS OF
<br /> SLPB/'�' SL 15648 C=
<br /> ENTER" DIRECTIONAL SIGN. SAN JOAQUIN COUNTY WHICH READS: "THIS PARCEL MAP
<br /> DOESHEREBYRESERVE AND DOESNOTHEREBY
<br /> WV -1 NEW PEDESTRIAN CROSSWALK SIGN. DEDICATE FOR USE BY THE GENERAL PUBLIC, A COMMON
<br /> "0 (PUBLIC----STREET) DOUBLE YELLOW LOUISE EASEMENT FOR PRIVATE INGRESS AND EGRESS, PRIVATE
<br /> N89'30'51*W STRIPING 1 NEW ACCESSIBILITY ENTRY SIGN. OR PUBLIC UTILITIES, MAINTENANCE AND DRAINAGE OVER,
<br /> 811.30' 5 ACROSS AND FOR THE BENEFIT OF PARCELS 1 THRU 8
<br /> CONC. STbP NEW STOP SIGN, BAR AND LEGEND. OF PARCEL MAP 09-01 PM. SAID EASEMENTS TO BE
<br /> 4' LONG YELLOW REFLECTORS 23.08' EXISTING PG&E ELECTRIC PAD MOUNT DEFINED IN THE COVENANTS, CONDITIONS, AND
<br /> WHEELSTOFt) AND - TRANSFORMER. RESTRICTIONS OR SIMILAR TYPE DOCUMENT RECORDED BY
<br /> WV 0
<br /> 0 THIS PARCEL MAP"
<br /> 1-4 NEW
<br /> 00 F CONCRETE SIDEWALK.
<br /> AVENUE
<br /> _j PARKWAY I
<br /> _j dn ESTIMATED
<br /> Uj N I
<br /> 3: L'i OUANTITIEs GRADING AND DRAINAGE PLAN CONSTRUCTION NOTES
<br /> -C-4 RIVER ISLANDS 0:� (15.21)SDMH _j
<br /> (n L� 0 _j 0 0_j
<br /> M of (09.0)INV. 0 LL co bi LL 1,180
<br /> 0 Uj ^(0 cp L.F. G)CONSTRUCT EXTENDED DEPTH 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2.
<br /> 0
<br /> z a� I,-Co 0)
<br /> _j 00 Lq 7 C� Cn
<br /> 1� 30 _j 0 't Lq C� r-�*C14 150 L.F. CONSTRUCT VARYING HEIGHT CURB FACE TRANSITION PER DETAIL "A" SHOWN ON SHEET C2.
<br /> 00 - < 666
<br /> Q 4.30)SDMH Lq �2 Ln in
<br /> (09.1)INV. 2� LC)
<br /> 150 L.F. CONSTRUCT EXTENDED DEPTH 0" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2.
<br /> r- 0 >MJ§
<br /> _j _j
<br /> LL LL <
<br /> U) _j 0 t')p
<br /> :4kL,
<br /> Z LL bi (:P
<br /> bi - 580 L.F. CONSTRUCT EXTENDED DEPTH 6" CONCRETE CURB AND 18" GUTTER OVER 6" MINIMUM THICK 95%
<br /> C� 0 of eZ2 z 11� a-
<br /> Cj 4 LL 0 - <V) LL -UJCO W U_ V) -Ck 7 COMPACTED CLASS 2 AGGREGATE BASE OVER 18" MINIMUM THICK LIME TREATED SUBGRADE SOIL
<br /> D �2 �:, _j LL L� Z20 Cf)
<br /> bj - - of Z -H -H t--H -H <(n _j MOISTURE CONDITIONED TO ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS
<br /> LL a_ . - cn 0 z of 0 Z�_M U)
<br /> 0 L-Lj (n 0 a- :�E Uj >_ 0) w z CL z _j UO 7- MAXIMUM DENSITY OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2%
<br /> LL w Uj:2 _j _j U _j Uj LL 2 WAY ARROW 0
<br /> bi LLI LL C/) LL LU 04 LL- U-1- �:-_ - �t >_ ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER
<br /> LL Z) __= z 0 U_
<br /> 00 C14 Ln LLI __Ld 0 7)
<br /> LL LL bj zi�_j (o ,I- �--. LLI LL C\j�� ____ ' AND NO PARKING (15.7)FG
<br /> C\1 0-1 �::, Z, 000 (o < DETAIL "B" SHOWN ON SHEET C2.
<br /> M C� 00 z zo (0 r-cli z LO do�6 LLI ��:a
<br /> z n"�a LL sg 0 Z 1 0) SIGNS
<br /> H- 4 4 -0) 4 4zoo Ui 4 LJ:E
<br /> �2 M 6 LIJ
<br /> 0 w 0 AY'1�) <
<br /> Z _f 1 1��_ -t - 5 LL - 4,670 S.F. CONSTRUCT 5" THICK 4,000 PSI REINFORCED ON-SITE CONCRETE SIDEWALK OVER 6" MINIMUM THICK
<br /> ILI
<br /> 13.36 TOG C:L2 z 0 LL
<br /> CIL51FG CE 0_1 95% COMPACTED CLASS 2 AGGREGATE BASE OVER 18" MINIMUM THICK LIME TREATED SUBGRADE SOIL
<br /> 7.1 1 N V.
<br /> ICV PA PA p A, 0 MOISTURE CONDITIONED TO ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS
<br /> 5.23)BS _j 0) 0 MAXIMUM DENSITY OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2%
<br /> K\\ 7.0plIv. OUT MULTI-TENANT 7' TALL �Icv��_7 1 7� PA OICV 0 ICV Fq
<br /> MONUMENT SIGN #5 BY OTHERS T FP B z
<br /> 11 - _j M �t ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER
<br /> U) EX. 6 <
<br /> NPS M .30,51.W!14.6 S �9"BS EWALK _00 TPB
<br /> C - A N89 14.94) S 0 T /,N Q DETAILS "C" AND "D" SHOWN ON SHEET C2. REINFORCEMENT TO CONSIST OF NO. 3 REBAR AT 18
<br /> SIDEWALK- 0
<br /> N89*30'51"W 100.00, 14.11 FL 00 225.23' LO W ON CENTER EACH WAY AT MID-HEIGHT OF SLAB.
<br /> Q)
<br /> ---------------- (14.53)B S
<br /> U) co U) El U� (1 4.4)FG CONSTRUCT 7" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT OVER 6" MINIMUM THICK 95%
<br /> M. 4,970 S.F. r6
<br /> Lj h' 00 Cn co PA - M
<br /> W I CB -H -H (15.1 1)FS VACANT LAND
<br /> 51ALL -':q,- �i�- 715� COMPACTED CLASS 2 AGGREGATE BASE IN DRIVE THRU LANE AND TRASH ENCLOSURE APRON. PLACE
<br /> PG&E ADA SIGN 14.4 FG -*1 PM APN:191-190-65 COMPACTED AGGREGATE BASE OVER 18" MINIMUM THICK LIME TREATED SUBGRADE SOIL MOISTURE
<br /> CAB a. BEP--p-r 0� C�
<br /> C14 L� , �?-3 5:� (14. �)FG C� C� U-) Lo-----------
<br /> EPB N N Lj_ cj Ln U') ------;� CONDITIONED TO ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM
<br /> Z_ Z_0 to -5 Z_ �7_ Z_ �7_
<br /> LLI _ROHq &EP 2F 04 r�, 2F DENSITY OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2% ABOVE
<br /> 't-.t 14 14.24TC OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER DETAIL "D"
<br /> 86 Ila 0.5% 0.5%
<br /> 0 ICVO 90 TC "I 5.05)BS 113.74FL.111?�,T SHOWN ON SHEET C2.
<br /> 0-:2 U-) D L10 (14.42)EG JOIN 0_j -
<br /> 0-o') L1 3 L il.2% U(n
<br /> LL. �2�2 3.92TC
<br /> _j B LO CD 0� --13.42TOG LL 2,230 S.F. CONSTRUCT 7" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT COLORED BLACK OVER 6" MINIMUM
<br /> _j CO :z3"T E w - - --0 cy - - - - - - L-
<br /> << C, 2 15.00' 1�C� -14 r."N C� n'o C) q C F THICK 95% COMPACTED CLASS 2 AGGREGATE BASE IN THE PARKING SPACE AREA. PLACE COMPACTED
<br /> )T\\
<br /> D 14.94FS (14)- �4)
<br /> 1� n ,- K-
<br /> RELOCATED Ep _q
<br /> C) I U) f4.87FS
<br /> 1� , 0 �2 0 10 NJ AGGREGATE BASE OVER 18" MINIMUM THICK LIME TREATED SUBGRADE SOIL MOISTURE CONDITIONED TO
<br /> -U-)w z4k co 2�
<br /> STOP SIGN L IIW ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER
<br /> 09-01 PKA -1-5.98TSW 14.48F 2 7' 14.491- 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM
<br /> PRS F-1 14 55TC IT CLOSET--? 7' AT 7.1% 13.99FS HP MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER DETAIL "D" SHOWN
<br /> 0) V) 10.1 TC
<br /> PARCEL 5, PM 1 L 13.1 OTF�:�14-4�1FS
<br /> VACANT PAD q 14.67FS ELEC. PANEL ROOM-
<br /> 0,
<br /> 5 - - - - - - - - - -VOH- - - - - - - - (1 4.5)FG
<br /> PTN. APN:191-190-64 N SERVICE 1 ON SHEET C2.
<br /> 0 \14.15LC 0 V) 14.95
<br /> 30' TALL �L7
<br /> ENTRANCE 3 p C'! 14.45AC INSTALL 3' WIDE TRUNCATED DOMES DETECTABLE WARNING STRIP PER DETAIL "I"' SHOWN ON SHEET
<br /> I 13.65AC r�r < 432 S.F.
<br /> %K Lp.
<br /> U� 17 14.70TC 14.50FUS ..3,tj- cr. O� 30
<br /> ro 4 r1i 12 OCj �D C2. CONTRACTOR TO PROVIDE SAMPLE TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO
<br /> 14.20IFS tt - A 04d
<br /> 06
<br /> 0) 20 14.46T/SLAB LA
<br /> 4-- 13.95TC 4 INSTALLATION.
<br /> GROUNDWATER NOTE a. nATIK - 1::�� pG �\O\'A
<br /> E VLT 22 FIRE CLOSET- -? T_ 5 t1+5 k_C_
<br /> 0 _j 3,867 SF (gla CLEAN AIH 14.70TC e?,z Y� 2 EA. (9)INSTALL NEW ACCESSIBLE SIGN AND POST PER CURRENT CITY AND ADA STANDARDS PER DETAIL "5"
<br /> 00
<br /> ACCORDING TO THE KRAZEN AND ASSOCIATES, INC. JUNE 27, 2018 (14.jqTTC 5 4 0 LL:. 14.50FF TO _j VAN PO; 5 SHOWN ON SHEET C10.
<br /> I(:�)L 0 _/ '4.04r-SY
<br /> PREPARED GEOTECHNICAL INVESTIGATION REPORT, THE DEPTH TO - 14.53FF 14-_50FS 16
<br /> F13.96)AC\ 1 0 p
<br /> FREE GROUNDWATER IS APPROXIMATELY 8.5' TO 10' WHICH IS _L U \,
<br /> FIRE LANE AND /T 1 0"DDCA �jim 13.42PAD C)0 p L) 1@0 PAINT ACCESSIBLE PARKING SPACE LINES AND SYMBOLS ON PAVEMENT PER CURRENT CITY AND ADA
<br /> ft� 00 -7 \ - - 14.05 1 �_< <
<br /> EQUAL TO THE APPROXIMATE ELEVATION OF BETWEEN 3 AND 4.5. C�r*� \ *�)S�� 09.00BEP SIANDARDS PER DETAILS "2" AND "Y SHOWN ON SHEET C10.
<br /> NO SEMI-TRUCKS 00 U-)to G
<br /> I TR 13.05 r-C14 a,'t
<br /> PRS 30' FIRE LANE LLL
<br /> IN ADDITION TO THE GROUNDWATER LEVEL IF EARTHWORK IS 11 4.58FS
<br /> 0 ----- PAINT STANDARD PARKING SPACE LINES ON PAVEMENT PER CURRENT CITY STANDARDS PER DETAIL
<br /> 15' 15' (0 04 w�w_ _ 7 \C STO tR/ % 0 LO to _j
<br /> PERFORMED DURING OR SOON AFTER PERIODS OF PRECIPITATION, 14.45TC 0 W SHOWN ON SHEET C10.
<br /> L(
<br /> z 0 00 0 0
<br /> THE SUBGRADE SOILS MAY BECOME SATURATED, "PUMP", OR NOT JOIN :2 -UP WINDO� N N < 4 U,ca� t�) 00
<br /> 1 IN �u C) C)�U�'-) to-
<br /> RESPOND TO DENSIFICATION TECHNIQUES. TYPICAL REMEDIAL 4.22±TC a.-: 6 3�72 28,160 S
<br /> JOIJ& EN CE (0 (14-5)FG (1 4.2)FG
<br /> .�,.I I
<br /> 14.50TC U (n C14 C'4-- F. @CONSTRUCT 4" MINIMUM THICK ON-SITE A.C. PAVEMENT OVER 13" THICK CLASS 2 AGGREGATE BASE
<br /> L_ -(a T3.50TC PO 04
<br /> 14. T/SLAB 4"i 13.00AC COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 12" MINIMUM THICK SUBGRADE SOIL
<br /> MEASURES INCLUDE: DISCING AND AERATING THE SOIL DURING DRY
<br /> 13.76±ACX <_: LL: sot OOTC. O-'CF EP 0
<br /> WEATHER; MIXING THE SOIL WITH A DRYER MATERIALS; REMOVING 14.23TC, 5"CF w TR 114.32TC,13. 2FS > 4 MOISTURE CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT
<br /> AND REPLACING THE SOIL WITH AN APPROVED FILL MATERIAL; OR 14.34)TC 13.75TC, O-CF �j 13 40TC 5 LEAST 90% OF ITS MAXIMUM DENSITY.
<br /> MIXING THE SOIL WITH AN APPROVED LIME OR CEMENT PRODUCT. b 4- --Q2 - _ROH
<br /> �-1-2.90.,
<br /> 3.88)TC' I k,6r�-2* 1450 .50 0� 14.22TC,
<br /> KRAZAN AND ASSOCIATES, INC. SHALL BE CONSULTED PRIOR TO 0"CF !T - 13,65TC/; 0�'8 3.80FS, 1 EA. @CONSTRUCT CONCRETE BLOCK, ROOF COVERED TRASH, RECYCLE BIN, AND STORAGE CONTAINER
<br /> �,S
<br /> 2"PVC Q BFS
<br /> IMPLEMENTING REMEDIAL MEASURES TO OBSERVE THE UNSTABLE _\�Oayyf, �_\ 13.15AC -COVERED ENCLOSURE, NOT SUBJECT TO STORM WATER RUNOFF, PER DETAILS SHOWN ON THE ARCHITECTURAL
<br /> 1 6 ff
<br /> `W RISER LP 00 26 1 .27TC,1 377FS 14.95TC
<br /> SUBGRADE CONDITIONS AND PROVIDE APPROPRIATE R rn 00 12.70PAD BUILDING PLANS AND ON SHEET C9.
<br /> EPB ILU 14.20TC. 5" 14.45AC A
<br /> RECOMMENDATIONS. ALL PROPOSED UNDERGROUND SITE PIPING AND 4 00 A), 4-A
<br /> 00 13.78TC, O"CF - 8' \1\0-CF, 14. kj� 14.75TC EA. CONSTRUCT 12" WIDE BY 13' LONG CONCRETE TRENCH DRAIN AT THE SPECIFIED ELEVATIONS SHOWN
<br /> I� - o� 1
<br /> STRUCTURES SHALL HAVE WATER TIGHT SEALS AND JOINTS TO Trrl� -�1-� Lo 0 14.45TC 0
<br /> w 14.2.qTr' I -
<br /> k LP 14.60TC 14.25AC ON SHEET C5 AND PER DETAIL "D" SHOWN ON SHEET C3. INSTALL TRAFFIC RATED GRATE SECURED
<br /> PREVENT WATER INTRUSION INTO THE PROPOSED UNDERGROUND 8 LO 13.95FS C) U� J1 13. 9T(' 13.72AC
<br /> PVT 00 13. 01 2 lm: 1 U_ -400 C3 CD
<br /> IMPROVEMENTS. - 19 14.1 -) - f iq=-- 2 Lo TO PROTECT AGAINST THEFT PER PLUMBING PLANS. TRENCH DRAIN IS NOT SUBJECT TO STORM
<br /> 00 WV 14.28TC _K nTT 6N c) - 0"CIF \r�)Lo 0 1410TC 14.40TC WATER RUN-OFF.
<br /> z O*CF. 14. C, 7 14.1 E
<br /> "'-@2 15 7R-1-1-- 14.03AC
<br /> PA SN 13.78AC iTC L)0 .00Tc/ 13.60AQ
<br /> 91 TIC
<br /> z C)C) 13.50AC
<br /> 0 7' AT 4. 6 A4
<br /> CONSTRUCTION STAKING NOTE 14.37TC M4 1 .01 12 EA. @INSTALL DECORATIVE BOLLARD PER DETAIL "4" SHOWN ON SHEET C10.
<br /> 13.90)TC 13.87AC I EV PARKINO EV PARKIN6 13.57 S \
<br /> 0 13.80AC
<br /> ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND 45)AC j:tL;._ ---- -<00 0-66 0 cn_ 0 00 38 L.F. 16 CONSTRUCT A 16 WIDE 18 TO 27 TALL SEAT WALL PER DETAIL B SHOWN ON SHEET C10.
<br /> L)V)
<br /> 1 .4 L_ < (14.5)F 0
<br /> STRUCTURES SHALL HAVE CONSTRUCTION STAKES SET BY A Q < < <
<br /> to 0 0 0 0 0 n 0 0(6 tj > G
<br /> 13.95T 00 -Vj c-4 r- U) �b
<br /> CALIFORNIA LICENSED LAND SURVEYOR PROVIDING HORIZONTAL AND LO 1 C14
<br /> 13 < 0 U to 9) 00,
<br /> IN * 7 'm N�l�0 12 4 4 ,A 4 EA. @INSTALL A "NO DUMPING ONLY RAIN IN THE DRAIN" STORM DRAIN SIGNAGE ON TOP OF THE DRAIN
<br /> -N N) 0"CIF U-) 4 4 0� 141:0? C) ")00 12 C) LL ;7)Cq sl�
<br /> 0 00
<br /> VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. 10 �2 �t t2 �2�2 ri LU) F- C) <
<br /> ('4 ME n C) t2 0 COO 12 BOX INLET CONCRETE WALL OR ON TOP OF THE CONCRETE CURB NEXT TO THE DRAIN BOX INLET PER
<br /> C) _H U) DETAIL "Id" SHOWN ON SHEET C3.
<br /> < 12 ri
<br /> LO 14.00
<br /> CITY ENCROACHMENT NOTE (1� 7 3 => 04 3 EA. @PAINT "CLEAN AIR, VAN POOL AND/OR EV" LETTERS PARKING SPACE TEXT ON PAVEMENT PER
<br /> �2 �2 k 13.50TC,\O Cr 13.98TC 41 CURRENT CITY STANDARDS AND PER DETAILS "Y AND "10" SHOWN ON SHEET C1 0.
<br /> CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE 14.05 13.48AC 12
<br /> CITY PRIOR TO COMMENCING ANY WORK WITHIN THE ADJACENT 13.55TC U.Ig'. 13.92 1 .13.42AC 0_j 0 1-3801 170 L.F. @CONSTRUCT A SMOOTH JOIN WITH EXISTING HARDSCAPE AT THE SAWCUT LINE.
<br /> PUBLIC STREETS OR ANY ONSITE EASEMENT. 0"CF 0_j F-- U_ 0_j 0_j 1p -
<br /> 7.5% �__LL 0) LL. �U_ _j
<br /> 0"CIF, 4.02TC L)CD_j 0000 00 -W-w U-,N
<br /> _j 00 r---;
<br /> 14.1 L C14 r� w -A �?_j 00 13.72TC/ 4 EA. (@CONSTRUCT A 24"x36" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET
<br /> 0 n O� U_ Lq LL Ino 3-1
<br /> 00 U_ 13.22AC LO LO
<br /> W 1 5 Do r, i;3--Eq-73*c0 12 C��- Lo to C3.
<br /> p _0 _(0 -
<br /> t2 C14 00
<br /> '1� 11) - 21 i
<br /> 113.69±A�\ 13.9 TIC, 111�11AC V)C14 n C14 n 13.21 TC r6i - i
<br /> JOIN 1 1 5 r E-4 0.5% 12.71 FL 111 125 L.F. @CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2
<br /> A ,n AGGREGATE BASE OVER 18" MINIMUM THICK LIME TREATED SUBGRADE SOIL MOISTURE CONDITIONED TO
<br /> L
<br /> LINE DATA TABLE N8 *36932"W 152.40'
<br /> 7.6' N89' '32"W ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER
<br /> 13.28 fkC _j _j 20.89 FG
<br /> 2 110"CF, 14.03TC U_ LL_ (14.5)FG 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO AT LEAST 2% ABOVE OPTIMUM
<br /> - (13.72 C14
<br /> NO. BEARING DISTANCE 00 U_ C)_j 0) MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER DETAIL "G" SHOWN
<br /> - (13.35 )8TC A OR C14 L� 'o- ON SHEET C2.
<br /> L5 N89*36'32"W 9.69' PA 13.90 n 04 4 U- C-4 00 �2 C�
<br /> _=�l OD - 11� 13.72TC
<br /> 4 13.46 U-) 16
<br /> L6 NOO*23'28"E 18.00, 0)TC in �2�N_ 13.22AC 21 E A. @2 INSTALL FLO-GARD PLUS SHALLOW DEPTH TRASH AND DEBRIS GUARD MODEL NO. FGP-24F OR
<br /> 0 04 p C� 0
<br /> 13. - - �? Ic FGP-2436F ACCORDINGLY WITH "CLIP-IN" PRE-TREATMENT FILTER POUCHES UTILIZING FOSSIL ROCK
<br /> (1 3.00)AC U 0000
<br /> 13.4 C C:L- c4 3)-9 04 0 U.)
<br /> 0 13.27AC FILTER MEDIUM TO CLEANUP URBAN STORM WATER RUNOFF PER DETAIL "B" SHOWN ON SHEET C3.
<br /> L8 N34*57'26"W 47.41' 00 0 C) IR-:
<br /> 'D C14 00 Cj
<br /> 04 C)
<br /> -3 FILTERED FLOW CAPACITY = 1.5 CFS FOR THE 24"x24" MODEL AND FILTERED FLOW CAPACITY = 2.0
<br /> C� C14N
<br /> �2 U)
<br /> L11 N89*31'01"W 23.00' Ki t-,� F� CFS FOR THE 24"x36" MODEL.
<br /> N cj:)
<br /> U')
<br /> 12 9�:�.15)SDMH IN T 260 L.F. @INSTALL REDWOOD HEADER ALONG THE EDGE OF THE A.C. PAVEMENT PER PER DETAIL "E" SHOWN ON
<br /> < a- I Z.85 I OG a-
<br /> < w SHEET C2.
<br /> b C, 00 0 Ln LO 12 0 =>
<br /> 0) (a -(jo C14 (0
<br /> L13 N89*31'01"W 23.00' => vi Ki 4 Ki (7,3)
<br /> L14 N44*30'56"W 31.11' U9 3.65EP F. (B INSTALL 6' TALL TEMPORARY CHAIN LINK FENCE AND POSTS.
<br /> L12 N44*23'53"E 23.60' 7 12 C) C, 365 L.
<br /> 5 i -
<br /> "CF 0 X A ---- @RESTRIPE PAVEMENT TO MATCH EXISTING.
<br /> L29 N34*57'26"W 41.55' 0 LL
<br /> 1 FG LL
<br /> 00 ICV 5T 100 S.F. @CONSTRUCT OFFSITE STREET 8' WIDE 6" THICK CONCRETE SIDEWALK WITH DOWELS TO THE NEAREST
<br /> PA C 13.551C, r �4 C� DEEP SCORE JOINT FOR A PROPOSED UNDERGROUND UTILITY PIPE PER CITY STANDARD DETAIL R-713
<br /> A4.00 1 r, - C� SHOWN ON SHEET C14.
<br /> N N AT 7.5 2 rn \ Z,
<br /> ICB, I - 4 C 7' Z_
<br /> JOIN 0'% PARCEL 8, PM 09-01 PM
<br /> TC C, 3 EA. @7 ADJUST STORM DRAIN MANHOLE INLET GRATE AND FRAME TO BE FLUSH WITH THE PROPOSED SLOPING
<br /> 14-22 ± 0 VACANT LAND PAVEMENT GRADE.
<br /> 13.71 '-AC 1 01�L_L Cf) PTN. APN:191-190-64
<br /> LLI LANE 0 W 3: .0
<br /> _wV S_p 2 EA. PROTECT IN PLACE LIGHT POLE AND ITS CONCRETE BASE.
<br /> I Cv, 30' FkRF- o 0
<br /> co C2
<br /> PROJECT NORTH TRUE NORTH 13-77)-TC C2 SUBGRAIDE VERIFICATION NOTE 1 EA. ('-)--)ADJUST PRIVATE SEWER MANHOLE LID AND FRAME TO BE FLUSH WITH THE PROPOSED SLOPING
<br /> I C 13-33 AC C4 < \t5l PAVEMENT GRADE.
<br /> >
<br /> 0 10 20 40 60 LIMITED TESTING BY KRAZAN AND ASSOCIATES, INC. (KRAZAN) WAS PERFORMED ON THE FILL
<br /> SOILS WHICH INDICATES THAT SOME COMPACTION EFFORT WAS APPLIED TO THE FILL MATERIALS 6 EA. (g PROTECT IN PLACE UTILITY BOX AND TRANSFORMER PAD.
<br /> AT THE TIME OF PLACEMENT. IN-N-OUT BURGER TO PROVIDE KRAZAN COMPACTION REPORTS NOTE:
<br /> GRAPHIC SCALE FROM THE SELLER FOR REVIEW. ALL FILL SOILS THAT HAVE NOT BEEN PROPERLY PREPARED AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION
<br /> SCALE: 1"=20' CERTIFIED SHALL BE EXCAVATED AND STOCKPILED SO THAT NATIVE SOILS CAN BE PROPERLY. QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEERS ESTIMATE
<br /> PREPARED FILL SOILS RANGE IN DEPTH BETWEEN 3' AND 5' THICK. ON LY.
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER' FESS/0,
<br /> DEVELOPER' Underground Service Alert_`� MSL L IN-N-OUT BURGER GRADING AND DRAINAGE
<br /> 'VORP S. <`_1
<br /> IN-N-OUT BURGER �,V�ORE - ENGINEERING, INC. I--
<br /> Call: Toll Free LATHROP MARKETPLACE
<br /> 13502 HAMBURGER LANE
<br /> A CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT M 1131 PLAN
<br /> LJ M
<br /> Z _
<br /> L
<br /> L
<br /> TE M POR
<br /> R EA L E S
<br /> A R Y '0' TA
<br /> TA TE S G N
<br /> Lp W
<br /> I "LEFT LAN E
<br /> UST T
<br /> SLPB S L T SI
<br /> _jM URN EF G
<br /> SLPB SL 1,5C
<br /> D
<br /> V) (j)7-H ,z' 'Llu
<br /> F- -LH
<br /> Z
<br /> LLJ
<br /> >
<br /> W
<br /> 00 Z
<br /> 0
<br /> L
<br /> <
<br /> �13.36 WTOG t L_ �2
<br /> .1
<br /> 7 1 N V.
<br /> 7.0)1 N V. OUT
<br /> U) .6 S TPB
<br /> ffl�
<br /> C
<br /> 4L 9,c��)
<br /> _C=0
<br /> BALDWIN PARK, CA. 91706 Arch itecture/Developm ent 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 No. 38382 SHOPPING CENTER PAD MM
<br /> CONTACT- KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397
<br /> 16514 GOLDEN VALLEY PARKWAY , f
<br /> TWO WORKING DAYS Suite 300 C/vl\- <
<br /> Mon(0� (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254
<br /> OF LATHROP, CA 95330
<br /> NJ -9 10-25-18 C A\- n
<br /> Ph: (972) 239-8884 OAI�6Z,� al
<br /> Fax: (972) 239-5054 MARK S R.C.E. 38382 DATE C5 00
<br /> JN 18023-18023 CSgdp
<br />
|