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GENERAL DEMOLITION NOTES LEGEND U 1. THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE CONFINES 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING DEMOLITION. DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM — CENTER LINE ° OF THE DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL CAP IN PLACE ALL THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL PROPERTY LINE co EXISTING UTILITIES AT THE DEMOLITION LIMIT LINE, UNLESS NOTED ON THE 10. DEMOLITION IS LIMITED TO WITHIN THE DEMOLITION LIMIT LINE UNLESS MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT PLAN. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL OTHERWISE NOTED. BE DEPICTED ON THE TOPOGRAPHIC SURVEY. REFER TO THIS PLAN FOR THE ° EXISTING UTILITY STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE LIMITS OF ASPHALT REMOVAL. IF ANY ITEMS ARE IN QUESTION, THE RIGHT-OF-WAY LINE LEASE LINE— — — / FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. 11. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM THE SITE AS WORK CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. EASEMENT LINE SETBACK LINE PROGRESSES. — — / _T 2. DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT THICKNESS AS 20. THE CONTRACTOR SHALL REFER TO THIS PLAN AND LANDSCAPE PLAN FOR APPROXIMATE DEMOLITION LIMIT LINE ON-SITE WELL AS BASE COURSE THICKNESS. 13. ALL DEMOLITION SHALL COMPLY WITH CHAPTER 24 AND ARTICLE 87 OF THE DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY CALIFORNIA FIRE CODE. SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF X CONSTRUCTION FENCE WITH GREEN SCREEN 3. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIAL. THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS 14. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE NECESSARY PRIOR TO ANY DEMOLITION. SD EXISTING STORM DRAIN LINE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. 21. CONTRACTOR SHALL ADJUST GRADE OF ANY RIMS/COVERS TO THE FINISHEDSS EXISTING SEWER LINE DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO ELEVATIONS OF EXISTING UTILITIES TO REMAIN. 3 LOCAL AND STATE JURISDICTIONS. MAINTAIN PUBLIC SAFETY. C� EXISTING GAS LINE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY 15. SEE SHEET C3.0 FOR REMAINING INLET PROTECTION AND EROSION PREVENTION. W EXISTING DOMESTIC WATER LINE ACKNOWLEDGE THE EXTENT OF DEMOLITION WORK. ° 16. CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN TO PROTECT E E EXISTING ELECTRICAL LINE c 6 . THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND PUBLIC FROM ENTERING CONSTRUCTION AREA. o V UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE LIMITS OF EARTHWORK PREPARATION FOR PROPOSED BUILDING AND SITE WALLS Q)AND ARE SHOWN FOR GENERAL INFORMATION ONLY. 17. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT j ° (RECOMMENDED 5 FOOT LATERAL DISTANCE BEYOND THE PERIMETER OF ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES. PROPOSED BUILDING AND SITE WALLS HAS BEEN INCORPORATED). SEE co 7. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. ° RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR 18. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE o REPLACE IN KIND. DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 8. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND 19. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING EXISTING ASPHALT PAVEMENT TO BE REMOVED T UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE Q) STREETS. NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, E Y T Q � � o �� EXISTING CONCRETE PADS/SIDEWALK TO BE REMOVED o ° a ° ° 0 N ° N c i DEMOLITION NOTES N 0 V) ❑ REMOVE EXISTING CURB / CURB & GUTTER. Q ° I ❑ REMOVE EXISTING SANITARY SEWER LINE AND CLEAN OUTS. Q I 12 3 I I �' ❑3 REMOVE EXISTING WATER MAIN AND ASSOCIATED STRUCTURES. o ❑ REMOVE EXISTING ELECTRICAL LINE. 3 I I I I ❑5 REMOVE EXISTING CONCRETE PAD. E o I I I V) ❑ REMOVE EXISTING VALLEY GUTTER. ❑ REMOVE EXISTING FIBER GLASS PIPE. 0 ° u 11 10 c 8 PROPOSED TRASH ENCLOSURE FOOTPRINT AND PAD PREPARATIONS LIMITS. \ 6 2 1 0 1 - ❑9 PROPOSED BUILDING FOOTPRINT AND PAD PREPARATIONS LIMITS. Q 5 11 0000 a 6 ° 10 10 REMOVE EXISTING SIGN. _ a N D — SD sD �, sD 11 REMOVE EXISTING STORM DRAIN INLETS. Q 3 3 3 3 11 3 3 w 9 12 REMOVE EXISTING TREE. Ll 00 Q I � N g 13 REMOVE EXISTING SIDEWALK. J � 5W 13 12 PROTECTION NOTES o � ss 2 U) 0 I U c c c c O1 PROTECT-IN-PLACE EXISTING STORM DRAIN INLET. 0 3 �s e S� ss `� _ �s ss ss ss ss ss n "^ w° 0 6 O2 PROTECT-IN-PLACE EXISTING CURB. c2 ss w 3 N 3 — 12 O3 PROTECT-IN-PLACE EXISTING TREE. _ _ _ _ _ \ ss o O4 PROTECT-IN-PLACE EXISTING LIGHT POLE. 5 V5 PROTECT-IN-PLACE EXISTING FIRE HYDRANT. _ / o \ N M N M M M o I w 0 I " O PROTECT-IN-PLACE EXISTING STORM DRAIN LINE. 4 a 3 PROTECT-IN-PLACE EXISTING TELECOMMUNICATION CONDUIT. 0n O 102.04' J `�a w O8 PROTECT-IN-PLACE EXISTING PG&E ELECTRICAL PULLBOX. Ln TCs� 33.08' w `n _ Q S47°54'37"W °' p 13 75.75' 11 � Og PROTECT-IN-PLACE EXISTING TELECOM PULLBOX. oN Q 0 s35°o2'2s"E ' o 10 PROTECT-IN-PLACE EXISTING CATV PULLBOX. o w i 11 PROTECT-IN-PLACE EXISTING SIDEWALK. °a J r� cn Q 3 13 12 PROTECT-IN-PLACE EXISTING GAS LINE. E 0 8 � o w Q) ° 7 I 13 PROTECT-IN-PLACE EXISTING WATER LINE. ° 14 PROTECT-IN-PLACE EXISTING SANITARY SEWER LINE. U 5 13 o V) 3 I o o 0 326 7'12" J N �� 102. 3' E 2 M M 3 \ 9 o _ KXX N ° N . . . _ _ S10'46'55"W 4 o ° .� 1 6 50.76' 3 11 2 N 3 0 N -� ° 11 ° ° o Q 14 c� _ .0 - H 0 11_ � ° C� a I >LLJ aQ o o GRAPHIC SCALE IN FEET co EXISTING UTILITY NOTE / 3 I 0 0 10 20 40 THE EXISTING UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR MUST FIELD DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES 4; o AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. E '" 1" = 20 ' ° c WHEN PRINTED AT FULL SIZE ° E (24" X 36") o ° ° o ISSUE DATE DESCRIPTION ENGINEERS SEAL >>� H O � � 8/10/2020 1ST SUBMITTAL Kimlorne CITY OF MANTECA Rte. CITY OF MANTECA GM �oQROFE�S/py9� y APPROVED BY: DIAL TWO WORKING DRAWN BY ��o�� P• p��o�Fycy 765 THE CITY DRIVE, SUITE 200 e C ORANGE, CA 92868 BEFORE DAYS BEFORE JP (714)939-1030 CITY ENGINEER DATE CREN FlNaSR9 DEMOLITION PLAN C4 . 0 YOU DIG YOU DIG CHECKED BY * RCE N0. 86160 * PREPARED R THE DIRECT SUPERVISION OF: RCE # EXP TOLL FREE f 1-800-227-2600 TH 9�F c,�,� o�� 1311 E YOSEMITE AVE., A PUBLIC SERVICE BY of Opp\F DATE: 8/9/2.02.0 MANTECA, CA 95336 UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO L CK, R.C.E. NO. 86160 EXP. 12/31/20