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AT&T T 0 8"W WV o PRIVATE ENGINEER GENERAL DEMOLITION NOTES
<br /> L
<br /> SL SP SL "SPEED LIMIT 3 r PUB. FF�
<br /> SIGN v I 1. THE HOURS OF ONSITE DEMOLITION SHALL BE LIMITED TO BETWEEN 7:OOAM TO 6:OOPM MONDAY THROUGH FRIDAY,
<br /> SLPB PA 6'TREE #55821 WV w AND BETWEEN 10:00 AM AND 5:00 PM ON SATURDAY, EXCEPT WITH PERMISSION FROM THE CITY OF STOCKTON
<br /> SLPB 6„W o_ BUILDING OFFICIAL.
<br /> PG&E E VLT. U DDCA 8"F 2. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE ORDINANCES, REGULATIONS AND APPLICABLE CODES OF
<br /> EPB #180331 FDC THE CITY OF STOCKTON, AND WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
<br /> DETECTOR' M NO M R I ISID I CONSTRUCTION.
<br /> PIV
<br /> 36"PALMp 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE
<br /> w A EDB MP I SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE RESULTING
<br /> DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN ON
<br /> THIS PLAN.
<br /> w F O Q I 4. IF ANY UNKNOWN SUB-SURFACE STRUCTURE IS ENCOUNTERED DURING DEMOLITION, IT SHOULD BE BROUGHT TO THE
<br /> W N L� I = ATTENTION OF THE CITY OF STOCKTON, THE SUPERVISING CIVIL ENGINEER AND THE PROJECT MANAGER FOR
<br /> N o w � 0 0 0 0 0I IN-N-OUT BURGER, INC. PRIOR TO PROCEEDING WITH THE WORK.
<br /> Q rA_U
<br /> a J _ _ _ _ _ J _ _
<br /> 1 1136' WIDE DWY. b 5. DUST SHALL BE CONTROLLED BY WATERING.
<br /> "ONE WAY' SIGN N N73'43'46"E NEW PL 252.00' _ I o EX.BUILDIN
<br /> ONTH IT3SROOFY
<br /> I - - - - - - O S 6. PRIOR TO COMMENCING ANY DEMOLITION WORK THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT WATER METER
<br /> 107 :.::,:::.:. .. ... .. .. .. ..• .. .. .. ..... .. .. .. ... .. .. .. ..:. .. .. .. ..• .. .. .. ...,.. .. .. .. .... .. .. .. .._.. .. .. .. ,. .. .. .. .: .. .. .. ..,. .. .. .. ..• .. .. .. ..,,.. .. .. .. ..,. .. .. .. ..... .. .. .. 0' MACY'S DEPARTMENT STORE
<br /> C) ,n E 14.60 CP l.k. PTN. N0. 1 10 5242 PACIFIC AVENUE FROM THE CALIFORNIA WATER SERVICE AND/OR THE CITY OF STOCKTON AND THE METER SHALL BE USED AT ALL
<br /> 50' 57' o o \ TIMES WHEN WATER IS BEING OBTAINED FROM A CALIFORNIA WATER SERVICE AND/OR THE CITY OF STOCKTON FIRE
<br /> ^ N16451 "W PLHYDRANT.
<br /> N73'43'46"E / 100.26' �714
<br /> M7. THE LOCATION AND PROTECTION OF ALL UTILITIES AND SURVEY MONUMENTS OF EVERY NATURE, WHETHER OR NOT
<br /> �. \133, TALL/ PA03 0 ALL FLAG POLE THEY ARE SHOWN ON THESE DRAWINGS, ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL
<br /> R W PER Q 57.00 .4'3. :. N
<br /> ASSESSOR'S MAP �J J 02 PA NEW PL E E : a I LOLNOP OFTHE ROOF BEAR THE DAMAGED OR TAL EXPENSE DESTROYED DURING DEMOLITION.
<br /> IONPLACEMENT OF UTILITIES AND SURVEY MONUMENTS THAT HAVE BEEN
<br /> LLI 10"ESCP SD _no 108 103 33 PRSL LP LOC N b
<br /> 108 0 ^ 8 1 4 I o 8. ALL ONSITE IMPROVEMENTS WHICH ARE TO BE REMOVED OFFSITE SHALL BE PROPERLY HANDLED AND DISPOSED OF
<br /> BIKE RAC 105 CONC. IN COMPLIANCE WITH EXISTING CITY, COUNTY, STATE AND FEDERAL GUIDELINES AND REGULATIONS.
<br /> c (� NEW PL ;. •j I O O
<br /> 102 ROH- 9. CONTRACTOR SHALL CONTACT THE UNDERGROUND SERVICE ALERT, 811, 48 HOURS IN ADVANCE OF COMMENCEMENT
<br /> U 102 OF CONSTRUCTION, FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
<br /> PUB. FH 0 PA 101 �� MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES OF RECORD NOT SHOWN ON THIS
<br /> w J 10 5' LL T F`^\ 101 co
<br /> I OOL� DRAWING.
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<br /> i� 108 APN:102-240-060-000 APN:102-240-050-000 �`' ori jiD I 10. ADEQUATE BARRICADES, LIGHTS, FLAGMEN, SIGNS AND OTHER SAFETY DEVICES SHALL BE PROVIDED AS SPECIFIED IN
<br /> w 0- ^ 6" COLUMN ro^ �z I THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION LATEST DIVISION
<br /> c� ca 0 1.96 ACRES 9.53 ACRES
<br /> J o � N TYP. 104 Z I 103 SMH AND THE CITY OF STOCKTON.
<br /> OZ I l 6' TALL TI KET B 0TH B I �� 11. EXISTING CITY AND COUNTY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE DEMOLITION
<br /> O(n
<br /> OPERATIONS. THE STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY, AS NECESSARY, TO MAINTAIN SAFE
<br /> <Qo1 � z 110 PA 102 w 102 PEDESTRIAN AND VEHICULAR PASSAGE AT ALL TIMES.
<br /> w WV ® ® ® ® X I 12"ESCP D
<br /> 1i C°Q .':A w � Pq 12. ANY MODIFICATIONS OF OR CHANGES IN APPROVED DEMOLITION PLANS MUST BE APPROVED BY THE CITY OF
<br /> 0 j BUS STP ENC � / S
<br /> z a ao 0 � Q 6"7 E 00 PA.% :' 2'FM o STOCKTON, AND THE SUPERVISING ENGINEER AND OWNER.
<br /> w O co 94, 9'TALL BUS STOP CAI` 10' 107 M / o z 2-6"T ES
<br /> O w� o x PA p z 13. A COPY OF THE DEMOLITION PERMIT AND APPROVED DEMOLITION PLAN MUST BE IN THE POSSESSION OF A
<br /> zzw 5p° l 4' 40' w oro o N j I _ RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.
<br /> Q PA LO /I
<br /> Cf) 17' 11' 11' 11' 12' 11' 17' CONC. RAMP RAMP 102 CONC. ICV 14. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION
<br /> Q 1076 RE / ,<';' / I OPERATIONS, AS DIRECTED BY THE SUPERVISING ENGINEER, IN-N-OUT BURGER, OR GOVERNING AUTHORITIES.
<br /> T ROH 4'T EE 1 RETURN ADJACENT AREAS TO THE CONDITION EXISTING PRIOR TO START OF WORK.
<br /> SCO ADA T SCO P Z,FMS 3"TREE 107 I 15. CONTRACTOR IS REQUIRED TO OBTAIN A DEMOLITION PERMIT AND UTILITY DISCONNECTION PERMITS FROM THE CITY
<br /> � 102 4"TREE o SI 4 102 / / I I OF STOCKTON AND UTILITY COMPANIES PRIOR TO COMMENCING ANY DEMOLITION WORK.
<br /> TMH 1216 0 107 � 6 /
<br /> MEDIARAISED CO C. I ..�
<br /> I I ... � °� s � CONC. � Ds S 'o. 102
<br /> LAWN J 6"GONG. CURB z ESTIMATED
<br /> AND 24" GUTTER o0 °; PA VAULT W DUPLEX / I QUANTITIES DEMOLITION CONSTRUCTION NOTES
<br /> TPB 108 PG&E EPB 444 m IRR�E Z X09 o SEWER LIFT STATION 103 - APN LINE II / b, I I 43,890 S.F. 101 SAWCUT AND REMOVE ONSITE A.C. PAVEMENT (ASSUME 4" THICK) AND AGGREGATE BASE (ASSUME 5"
<br /> 103 PB SCO V THICK), CONCRETE CURB, CONCRETE CURB AND GUTTER, CONCRETE PAVEMENT AND CONCRETE
<br /> W E 2"W 4"SD zz E XE X X2"FMS 101104 I SIDEWALK FROM THE SITE AND HAVE IT RECYCLED OFFSITE. SMOOTH OUT DIRT TO A UNIFORM
<br /> BUS STOP SIGN 6 6"DDCA WITH FDC 103 O SCO l I CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN.
<br /> N0. 23 & 723 l 2 w 102 101 GIMH���SCO ....�' I 5,950 S.F. 102 REMOVE FROM THE SITE ALL DEBRIS, VEGETATION, MAJOR ROOT SYSTEMS, RUBBISH AND OTHER
<br /> PG&E E V T �s 6.,F o MATERIALS RESULTING FROM THE DEMOLITION WORK AND SITE CLEARING OPERATIONS OF LANDSCAPE
<br /> BENCH y TMH 232 #2448 11
<br /> 0
<br /> 105 AREAS AND DISPOSE OF IN A LEGAL MANNER. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER
<br /> ® 8"PALM 107 PITA 103 PA : I E� DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN.
<br /> BIKE RACK GIMH I EP 103 M. .I LP W PRS ____
<br /> U. PL - E - 103 REMOVE FROM THE SITE EXISTING UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN LINES
<br /> R/W. WV L NEW PL AND IMPROVEMENTS IN CONFLICT WITH THE PROPOSED GRADES OR IMPROVEMENTS. ABANDON ALL
<br /> EX. 29' TALL 1 STORY C oGP GP SCO }�
<br /> CONC. 1 OUT OF OPERATION RED ROBIN 14.59 CP 33' ALL 20' I OTHER EXISTING UTILITIES AND STORM DRAIN LINES IN PLACE. UTILITY IMPROVEMENTS TO INCLUDE
<br /> BUS STOP BENCH CONC. U I m RESTAURANT BUILDING 103 LP F 1 3L W P S E LOC 103 10 / BUT NOT BE LIMITED TO POWER, LIGHT POLES, TELEPHONE, NATURAL GAS, DRAIN PIPES, SANITARY
<br /> = BUS 8,820± S.F. SCO w g PTN. N0. 1 SEWER, WATER, IRRIGATION, AND CABLE TELEVISION TO A POINT 2' FROM THE PERIMETER PROPERTY
<br /> o STOP _ (14.45)FF TO (14.81)FF �., LINE OR AS SHOWN HEREON. ALL WORK TO BE DONE IN CONFORMANCE WITH CITY, COUNTY AND
<br /> TI INSIDE TE 4" :i I UTILITY COMPANY REQUIREMENTS. RECORDED DEPTH AND LOCATION OF CAPPED-OFF UTILITIES FOR
<br /> PAD cv 0 5202 PACIFIC AVENUE cn
<br /> w o 109 1 RAISED CONC. I FUTURE USE BY THE OWNER AND/OR IN-N-OUT BURGERS, SHALL BE PROVIDED TO THE PROJECT
<br /> 6' TALL BUS STOP w = v MEDIANT ENGINEER AND VERIFIED BY THE THE PROJECT ENGINEER, PRIOR TO ANY BACKFILLING OF UTILITY
<br /> TICKET BOOTH zo e WV Q � _ 109 PA 102 I A CAPS. OBTAIN APPROVAL FROM UTILITY PROVIDER PRIOR TO REMOVAL OF EXISTING UTILITIES.
<br /> 1 6"PALM 107 101 102 ... jio I �� ,�, ----- 104 CONTRACTOR TO VERIFY WITH THE OWNER AND IN-N-OUT BURGER ALL SITE FEATURES TO BE
<br /> 9' TALL BUS STOP = Q�° DEMOLISHED AND REMOVED FROM THE SITE (INCLUDING LIMITS OF WORK) AND THE OWNERSHIP OF
<br /> CANOPY "� i Z / I SAID IMPROVEMENTS PRIOR TO COMMENCING WORK.
<br /> :'':..VLT. 10 24"PALM 107 L-01
<br /> ELEC. ROOM PROTECT IN PLACE PRIVATE OFFSITE IMPROVEMENTS.
<br /> LAWN '•;#.SB 121
<br /> 2
<br /> TSPB W J 24"PALM 107 ^o m o ICV 103 I ----- 106 PROTECT IN PLACE PUBLIC OFFSITE IMPROVEMENTS.
<br /> z
<br /> TSP TSC ® TSC TSP ::\ 1O 0"PALM 107 0 SCO S �� I 16 EA. 107 REMOVE FROM THE SITE TREE, LIMBS AND ITS ROOT SYSTEM.
<br /> G G TSP ITS ITS SL 15 4"SD OUTLET a m Q � J / m
<br /> TSPB G�� ��Q 8"PALMI-- w � PA 102 Q W o .. N PROTECT IN PLACE UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN LINES AND
<br /> �P000 J'o ~ O o LO ~0 v / �0�� I J0 IMPROVEMENTS.
<br /> G ®ICB 0"PALI 107 I B I V® p R �= !i aw
<br /> TSP �S C'j PA F-�F4"PG&E E 102 a� LOC �j (-0 8,820 S.F. 109 DEMOLISH AND REMOVE FROM THE SITE THE EXISTING SINGLE STORY BUILDING INCLUDING THE
<br /> ' EALO
<br /> T&T T PA cn z N :fir x a CONCRETE SLAB AND FOOTINGS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO COMMENCING WORK.
<br /> 9
<br /> ICV ALL EXISTING ASBESTOS MUST BE REMOVED IN A LEGAL MANNER BY A CONTRACTOR LICENSED TO
<br /> TSP ' w �" HANDLE ASBESTOS MATERIALS PRIOR TO STARTING BUILDING DEMOLITION WORK. SMOOTH OUT SOIL
<br /> c 2.9 FG N73'43 46 E N = 248.76 o ICV poo CONC. SDWK
<br /> FiRAMP TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN.
<br /> EPB 12.76 SCP o a, 0 r- > �-2"SLC 2"SLC SLPB
<br /> 12"SD o o_rn o CONC. SDWK R/W, PL o SLPB RAMP
<br /> _ ----- 110 PROTECT IN PLACE PUBLIC ONSITE IMPROVEMENTS.
<br /> `n US STOP
<br /> S Q SDMH 18"RCP SD �� ! 1 SD PA PA CONC. PAD
<br /> �b 21"RCP SD 21"RCP SD l 21"RCP SD-2
<br /> ~ , T� SL SDMH NOTE: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN
<br /> m Li w 6"GONG. CURB m CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE
<br /> c� TS z � ►o AND 24" GUTTER n ENGINEER'S ESTIMATE ONLY.
<br /> w r- N YOKUTS AVENUES EMH��
<br /> �� N � � � �� � 5'TALL TSF
<br /> 0 0-
<br /> ~ RAISED CONC.
<br /> _ SDMH
<br /> MEDIAN
<br /> 16 - - _ _ �D) RAISED CONC. N r - - 00
<br /> L3 _ MEDIAN cO 284.33' c�-n N 10 3' MEDIAN 0 RAISED CONC.
<br /> 13.93 ±LID - -
<br /> A N73'43'46"E Q Y 362.76
<br /> l 1 (12.73)SCP 8 S N (PUBLIC STREET) NMONUMENT LINE w �, w
<br /> SQ z0 N I _j
<br /> lI N
<br /> l SL TMH 1217
<br /> NPS AND PUSH I BUT SL
<br /> �I r TSPB � WALK SIGN \ 3'CB PA CONC.
<br /> l _ IC
<br /> 2-AT&T T AT&T T AT&T T SLPB Z
<br /> TMH 417 4"PG&E G 2" SLC 2"SLC 4"PG&E G 2"SLC 4 PG E G 2 SLC-2 NOTE: ANY DAMAGED, BROKEN, OR DISPLACED CONCRETE IN THE PUBLIC RIGHT OF WAY IS
<br /> C, TS 15909 TPB ONC. SDWK PA CONC. SDWK TO BE REMOVED AND REPLACED TO CURRENT CITY STANDARDS.
<br /> F 13. TSPB
<br /> 34 SCP oo G PA LP 4' TALL P &E E DJB ooDJ6 DB ICV
<br /> TSP WITH RAISED 'CONC. Q P �� PG& 3"E 2"TR E 8"TREE 8>> E PG E 3"E 6'TREE METER PE ESTAL R/W of PA s
<br /> PUSH BUTTON TSPB MEDIAN �P� j 0 12"SD
<br /> TSP GP's s 3�� PARTIAL LEGEND
<br /> RAMP TSPB Tq 12"RCP SDS 3 Z _( U_ ____
<br /> SL TSI TSI R/W DB N ICV s R,3 LIMITS OF ONSITE AND OFFSITE DEMOLITION FOR NEW SITE IMPROVEMENTS CONSISTING OF THE
<br /> n TSP I SEARS DEPARTMENT STORE/ to V) S �'oEFOLLOWING:
<br /> TSC �A cn
<br /> WEBERSTOWN MALL c� _ � O z Op
<br /> TSC p SEARS AUTO CENTER - APN LINE a w
<br /> SIGNA MH TSPB TSPB TSP F� 5110 PACIFIC AVE. O o N 7°2 S, 57,585 SQ. FT. (1.32 ACRES) ONSITE
<br /> 6' TAL PARKING LOT 5110 PACIFIC AVE. APN: 102-230-002-000
<br /> CTVPB R/W SLP TS CAB. APN: 102-230-001-000 a 00� c� 1,074 SQ. FT. (0.03 ACRES) OFFSITE PRIVATE
<br /> 58,659 SQ. FT. (1.35 ACRES) TOTAL
<br /> SLPB ® V NPS METER CA N N LINE DATA TABLE CONSTRUCTION STAKING NOTE CX
<br /> 16 ONSITE TREES, ROOTS AND LIMBS TO BE REMOVED PER CITY TREE REMOVAL PERMIT.
<br /> NO. BEARING DISTANCE ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND STRUCTURES SHALL HAVE -X-T-vv'� ABANDON IN PLACE EXISTING UNDERGROUND UTILITY AND STORM DRAIN PIPE WHICH ARE NOT IN
<br /> L3 N82'44'15"E 46.30' CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING �S-*CTV)� CONFLICT WITH THE NEW SITE IMPROVEMENTS OR REMEDIAL GRADING.
<br /> L4 N61*34'14"W 35.17' HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. 0 REFER TO THE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS DESCRIPTIONS SHOWN ON SHEET
<br /> PROJECT NORTH TRUE NORTH C1
<br /> 0 10 20 40 60 CURVE DATA TABLE CITY ENCROACHMENT NOTE 16 REFER TO SIMPLIFIED PLOTTABLE EASEMENT DESCRIPTIONS SHOWN ON SHEET C1. Q
<br /> N0. DELTA RADIUS LENGTH CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING r LOC INOB LIMITS OF PROPOSED CONSTRUCTION. z
<br /> GRAPHIC SCALE WITH ANY WORK WITHIN THE ADJACENT PUBLIC STREETS OR ANY ONSITE CITY EASEMENT. -"I
<br /> SCALE: 1"=20' C1 89'24'00" 25.00' 39.01'
<br /> z
<br /> REVISIONS GHA PROJECT NO. 190955 CIVIL ENGINEER' QROFEssio I N -N -OUT BURGER z
<br /> DEVELOPER: Underground Service Alert 0 MSE �o Lam, '�� DEMOLITION P LAN w
<br /> z
<br /> IN-N-OUT BURGER ���EFOR�E roto Call: Toll Free Q J\/] ENGINEERING, INC. ��� � S °G,� �� N
<br /> 13502 HAMBURGER LANE �P 0 CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT G `� m SHERWOOD MALL
<br /> BALDWIN PARK, CA 91706 1 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 5202 PACIFIC AVENUE o
<br /> INN CONTACT: CASSIE YEE �� 0 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 %k
<br /> TWO WORKING DAYS Suite 300 tP C/V►` �,� STOCKTON , CA 95207 0
<br /> ®O � RiR PHONE: (626) 813-8226 BEFORE You DIG 0 Dallas Texas 75254
<br /> Ph: (972) 239-8884 N 10-28-2020 lF OF CAOFO'
<br /> Fax: (972) 239-5054C4 N
<br /> MARK S. LAMOUR UX R.C.E. 38382 DATE
<br /> N
<br /> O
<br /> JN 19040-19040 C4dmo
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