Outdoor Classroom Concrete Band Layout

PROJECT NOTES STAGING AND ACCESS NOTES LAYOUT AND GRADING NOTES

1. ALL WORK SHALL BE IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATIONS, CURRENT 1. CONTRACTOR SHALL PROPOSE AND SUBMIT STAGING PLANS TO THE LANDSCAPE ARCHITECT AT 1. COORDINATES AND DIMENSIONS PROVIDED FOR CONCRETE WORK ARE FOR INSIDE FACE OF EDITION, THESE PROJECT SPECIAL PROVISIONS AND THE CITY OF FREMONT STANDARD DETAILS THE PRE-CONSTRUCTION MEETING. CURB OR EDGE OF CONCRETE FLATWORK. AND SPECIFICATIONS. 2. STAGING AREA SHALL BE USED FOR STORAGE OF ALL CONTRACTOR EQUIPMENT, MATERIALS 2. PRIOR TO GRADING, VERIFY AND TEST EXISTING DRAINAGE STRUCTURES, IRRIGATION LINES, AND 2. THIS PROJECT IS LOCATED WITHIN THE ALAMEDA COUNTY FLOOD CONTROL AND WATER AND CITY-FURNISHED ITEMS. UNDERGROUND UTILITY LOCATIONS. REPORT FUNCTIONALITY OF SYSTEMS AND NOTIFY CONTROL DISTRICT. 3. PRIOR TO VEHICULAR EQUIPMENT ACCESS INTO THE SITE, THE CONTRACTOR MAY NEED TO PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK SHOULD CONFLICTS EXIST 3. PRIOR TO ANY CONSTRUCTION COMMENCEMENT, AN ENCROACHMENT PERMIT SHALL BE PROTECT THE EXISTING SURFACES FROM DAMAGE. PROTECTIVE SHEETING OR PLATING TO BETWEEN PLANS AND SITE CONDITIONS. CONTRACTOR SHALL REPAIR ANY DAMAGED PROPERTY OBTAINED FROM ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT PROTECT SURFACES SHALL BE PAID FOR IN ALL THE VARIOUS BID ITEMS OR WORK. AT NO EXPENSE TO THE CITY. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN DISTRICT RIGHT-OF-WAY AND FOR THE 4. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS AND CIRCULATION IN THE PARKING LOTS 3. COORDINATE ALL CONSTRUCTION ELEMENTS PRIOR TO INSTALLATION. VERIFY CRITICAL CONSTRUCTION, MODIFICATION OR CONNECTION TO DISTRICT-MAINTAINED )$&,/,7,(6 ALL AT ALL TIME DURING CONSTRUCTION. ANY BLOCKAGES OR DETOURS SHALL BE REQUESTED IN DIMENSIONS, REFERENCE, AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING WORK. WORKMANSHIP, EQUIPMENT, AND MATERIALS SHALL CONFORM TO DISTRICT STANDARDS AND WRITING OR PROPOSED ON PLAN. 4. TRANSITIONS BETWEEN SLOPES AND RELATIVELY FLAT AREAS, WHETHER EXISTING OR NEW, SPECIFICATIONS. 5. CONTRACTOR SHALL MAINTAIN PEDESTRIAN PATHWAY CIRCULATION AT ALL TIMES DURING SHALL BE ROUNDED, GRADUAL AND SLOPED TO DRAIN. LOW SPOTS WHICH HOLD WATER SHALL 4. STIVERS LAGOON ACTS AS A DETENTION BASIN FOR MAJOR STORM EVENTS. THE PROJECT CONSTRUCTION. ANY BLOCKAGES OR DETOURS SHALL BE REQUESTED IN WRITING OR NOT BE PERMITTED. LOW SPOTS WHICH HOLD STANDING WATER SHALL NOT BE PERMITTED AND SCOPE OF WORK WILL NOT REDUCE THE DETENTION BASIN DESIGN CAPACITY. PROPOSD ON PLAN. WILL RESULT IN REMOVAL AND REPLACEMENT OF WORK (INCLUDING CONCRETE) TO ELIMINATE 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMITTAL TO DETERMINE THE EXACT LOW SPOTS AT NO COST TO THE CITY. EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. 5. PROPOSED CONCRETE PAVEMENT GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. CONTINUOUS TRANSITION SUCH AS TO AVOID TRAPPING WATER.CONTRACTOR SHALL NOTIFY 6. BEST MANAGEMENT PRACTICES, AS PUBLISHED BY THE ALAMEDA COUNTYWIDE CLEAN WATER CITY INSPECTOR IF PUDDLING IS SUSPECTED AND REDIRECT WORK AS TO AVOID DELAY WHILE PROGRAM, ARE INCORPORATED INTO THE PROJECT SPECIFICATIONS AND ARE TO BE TREE & LANDSCAPE PRESERVATION NOTES AWAITING RESPONSE. FOLLOWED DURING THE CONSTRUCTION ACTIVITIES ON THIS PROJECT. 6. LAYOUT OF PAVED AREAS AND CURBS MUST BE APPROVED BY THE PROJECT LANDSCAPE 7. THIS PROJECT REQUIRES A WATER POLLUTION CONTROL PLAN, BUT DOES NOT REQUIRE 1. SEE DEMOLITION PLAN FOR EXISTING TREES TO BE RETAINED AND PROTECTED. ARCHITECT PRIOR TO PLACEMENT OF PAVING AND CURBS. IF NECESSARY, THE CONTRACTOR SUBMISSION TO SMARTS. REFER TO SECTION 01 57 10 "TEMPORARY ENVIRONMENTAL 2. CONTRACTOR SHALL INSTALL TREE TRUNK WRAP PRIOR TO BEGINNING OF WORK. REFER TO SHALL ADJUST LAYOUT AS DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT CONTROLS" FOR MORE INFORMATION. TREE TRUNK WRAP DETAIL ON SHEET 1/L4.0. IF TREE WRAP IS NOT INSTALLED ACCORDING TO THAT WORK IS ACCOMPLISHED WITHOUT APPROVAL, CONTRACTOR SHALL REMOVE AND REPLACE 8. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS DETAIL, THE CITY RESERVES THE RIGHT TO HALT CONSTRUCTION UNTIL THE WRAP IS WORK, AS DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT, AT NO ADDITIONAL COST TO THE AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED INSTALLED TO THE INSPECTOR AND LANDSCAPE ARCHITECTS SATISFACTION. CITY. IN THE CONTRACT DOCUMENTS. 3. REFER TO SECTION 01 53 00 "TREE PRUNING AND ROOT PRUNING" AND SECTION 01 53 50 "TREE 7. ALL AREAS TO BE GRADED AT 1% MINIMUM FOR DRAINAGE, UNLESS NOTED OTHERWISE ON THE 9. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND PROTECTION" FOR ROOT PRUNING AND EXCAVATION ADJACENT TO EXISTING TREES. PLANS OR AS DIRECTED BY THE ENGINEER. SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND A. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR 8. CONTRACTOR SHALL GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN. SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE 9. PROPOSED SPOT GRADES (ELEVATIONS) SHOWN HEREON ARE FINISHED PAVEMENT GRADES, ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN UNLESS NOTED OTHERWISE. SHALL BE REPORTED TO THE CITY INSPECTOR. THE CONTRACTOR SHALL CONTACT TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE CITY INSPECTOR WITH DAMPENED BURLAP OR CANVAS. REFER TO DETAILS AND SPECIFICATIONS FOR IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. ADDITIONAL REQUIREMENTS. 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED B. IN ALL CASES WHERE ALL EXCAVATION WITHIN A TREE TO REMAIN IS NECESSARY, THE COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR CONTRACTOR SHALL HAND DIG UNDER THE DIRECTION OF A CERTIFIED ARBORIST APPROVED STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE BY THE CITY LANDSCAPE ARCHITECT. A CERTIFIED ARBORIST SHALL BE ON SITE TO MONITOR WITH THE CITY TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. ALL ROOT PRUNING AND BRANCH PRUNING OF ALL EXISTING TREES. 11. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE 4. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO ALL MAINTENANCE NEEDS RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM OF ANY EXISTING TREES, SHRUBS AND TURF AFFECTED BY CONSTRUCTION WORK TO MAINTAIN DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT 5. REFER TO SECTION 01 53 50 "TREE PROTECTION" OF THE PROJECT SPECIFICATIONS. PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE CITY INSPECTOR. 12. ALL (E) TREES, LAWN AND OTHER PLANTINGS LOCATED OUTSIDE THE LIMIT OF WORK LINE SHALL BE PRESERVED TO REMAIN AND BE PROTECTED. AVOID DRIVING UNDER THE CANOPIES TO AVOID CRUSHING UNDERGROUND ROOT SYSTEMS. GENERAL DEMOLITION NOTES 13. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE CITY INSPECTOR IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT 1. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING PRIOR TO BEGINNING OF WORK TO AVOID DELAY. WORK. 14. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK 2. CONFIRM ANY AFFECTED EXISTING IRRIGATION SYSTEM IS IN WORKING ORDER PRIOR TO THE MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO VERIFICATION OF THE ENTIRE SYSTEM IMPACTED BY CONSTRUCTION AND MAKE THE NECESSARY PREVENT CRUSHING OF PIPE. ADJUSTMENTS PRIOR TO DEMOLITION WORK. 15. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING IRRIGATION, IF ANY, AND PROVIDE THE 3. UNLESS NOTED, ALL UTILITY BOXES, POLES AND FOOTINGS SHALL REMAIN AND BE PROTECTED. REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL UTILITY BOXES AND DRAIN INLETS SHALL BE ADJUSTED AS NEEDED TO MEET NEW GRADES. ABBREVIATIONS ADDITIONAL ABBREVIATIONS MAY BE LOCATED ON SPECIFIC SHEETS AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL 4. VERIFY IN FIELD THE LOCATION AND FUNCTIONALITY OF EXISTING CATCH BASINS OR DRAIN COORDINATE WITH THE CITY AND PROVIDE TEMPORARY IRRIGATION TO ADJACENT PLANTING INLETS. NOTIFY LANDSCAPE ARCHITECT IF THE LOCATION IS NOT SHOWN ON DRAWINGS OR IF AC ASPHALT CONCRETE LIP LIP OF GUTTER AREAS IMPACTED BY CONSTRUCTION. CATCH BASINS ARE IN POOR CONDITION. ACP ASBESTOS CONCRETE PIPE L.O.W. LIMIT OF WORK 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL 5. ALL EXISTING TURF, TREES, LANDSCAPE AND IRRIGATION TO BE PRESERVED IN PLACE. ANY ACWD ALAMEDA COUNTY WATER DISTRICT MAX MAXIMUM IRRIGATION SYSTEM AND IRRIGATION CONTROL WIRING IMPACTED BY CONSTRUCTION. DAMAGE TO THE AFOREMENTIONED UTILITIES, OR OTHER CITY PROPERTY SHALL BE REPLACED IN ADA AMERICANS WITH DISABILITIES ACT MIN MINIMUM CONTRACTOR SHALL BE RESPONSIBLE FOR IRRIGATION OF EXISTING PLANT MATERIAL DURING KIND TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. BC BEGINNING OF CURB MH MANHOLE - UNKNOWN OWNER CONSTRUCTION. 6. REFER TO ARTICLE 15, SECTION 01 50 50 "CONSTRUCTION AND DEMOLITION DEBRIS MANAGEMENT" BENCH BENCH MLCH MULCH 17. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE FOR REQUIRED CONSTRUCTION WASTE MANAGEMENT PRACTICES. BM BENCH MARK O.A.E. OR APPROVED EQUAL SMOOTH AND UNIFORM. BOW BACK OF WALL OS OFFSET 18. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY CITY BR WALL PCC PORTLAND CEMENT CONCRETE REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. BRA BRIDGE ABUTMENT PGE PACIFIC GAS AND ELECTRIC 20. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE SAMPLES FOR CITY Cb CURB PL PROPERTY LINE APPROVAL, AS NOTED IN THE SPECIFICATIONS. CI CURB INLET P.O.C. POINT ON CURVE 19. ALL FENCES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SURVEYING AND STAKING NOTES CL CENTERLINE PIP POURED IN PLACE SPECIFICATIONS FOR PRECISE LOCATION AND/OR PLACEMENT. CLF CHAIN LINK FENCE PP POWER POLE 1. DIMENSION LINES ARE TO ASSIST CONTRACTOR WITH VERIFYING LAYOUT. INITIAL LAYOUT AND 20. AT LOCATIONS WHERE (E) ASPHALT PAVING IS SAWCUT, CONTRACTOR SHALL REPLACE CONC CONCRETE P.W. POTABLE WATER STAKING SHALL BE DONE BY CITY SURVEYORS USING PARK GRID COORDINATE POINTS. ASPHALT AS NECESSARY, INSTALLED FLUSH WITH EXISTING ADJACENT PAVING AND SLOPED TO CONT CONTINUOUS R RADIUS 2. THE CITY SURVEY CREW WILL TAG OUT STAKES ONE TIME ONLY FOR ALL COORDINATE POINTS PROVIDE POSITIVE DRAINAGE. MATCH (E) ASPHALT PAVING SECTIONS AND AS REQUIRED BY CP CONCRETE PAD RCP REINFORCED CONCRETE PIPE SHOWN ON THE MATERIAL REFERENCE, LAYOUT AND GRADING PLANS. IF CONTROL MUST BE CITY OF FREMONT STANDARDS. CTC CENTER TO CENTER R.O.W. RIGHT OF WAY RESET, THE LABOR COST, WITH THE CITY-ADOPTED MARKUP FACTOR, SHALL BE DEDUCTED FROM 21. ALL EXISTING PLANT MATERIALS ARE TO BE PROTECTED DURING CONSTRUCTION. PLANTS CTE CENTER TO EDGE SB SUBBASE PROGRESS PAYMENTS. DAMAGED BY CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. DG DECOMPOSED GRANITE SD STORM DRAIN 3. CONTRACTOR SHALL SUBMIT A SURVEY REQUEST TO THE CITY AT LEAST FIVE (5) WORKING DAYS 22. SYMBOLS SHOWN FOR EXISTING TREES TO REMAIN OUTSIDE LIMITS OF WORK ARE FOR DJ DEEP JOINT SDMH STORM DRAIN MANHOLE PRIOR TO THE NEED FOR STAKING IN ORDER TO COORDINATE AND SCHEDULE CITY SURVEY REFERENCE ONLY. THEY DO NOT REFLECT TRUE CANOPY OR TRUNK SIZE. DW DRIVEWAY SG SUBGRADE CREWS. (E) EXISTING SMP SIGN MULTI POST EC END OF CURB SS SANITARY SEWER EG EDGE OF GRAVEL SSMH SANITARY SEWER MANHOLE EQ EQUAL STRW STRIPE WHITE ELE ELECTRICAL STRW B STRIPE WHITE BEGIN EP EDGE OF PAVEMENT STRW E STRIPE WHITE END EOW EDGE OF WALK STUMP STUMP FC FACE OF CURB SW SIDEWALK FCE FENCE TC TOP OF CURB FFE FINISH FLOOR ELEVATION TRAL D TRAIL DIRT FG FINISH GRADE TRALD B TRAIL DIRT BEGIN FI FIELD INLET TRALD E TRAIL DIRT END FL FLOWLINE TRDC TREE DECIDUOUS FS FINISH SURFACE TYP TYPICAL GB GRADE BREAK W POTABLE WATER HC ACCESSIBLE PARKING SPACE WM WATER METER IRR IRRIGATION WV WATER VALVE ISA INTERNATIONAL SYMBOL OF ACCESS

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982

FEDERAL PROJECT: 0 1" C I T Y O F NOTES AND ABBREVIATIONS NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L0.1 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 2 OF 11 EROSION CONTROL PLAN LEGEND:

STABILIZED CONSTRUCTION ACCESS

TEMPORARY CONCRETE WASH

POSSIBLE CONTRACTOR'S STAGING AREA

FIBER ROLL

LIMIT OF WORK

TEMPORARY CONSTRUCTION FENCING

NOTES: 1. AERIAL GRAPHIC IS FOR REFERENCE ONLY AND MAY NOT BE AN ACCURATE REPRESENTATION OF EXISTING CONDITIONS.

2. THE INTENTION OF THIS PLAN IS FOR THE INTERIM EROSION AND SEDIMENT CONTROL ONLY. ALL EROSION CONTROL MEASURES SHALL CONFORM TO CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD'S FIELD MANUAL FOR EROSION AND SEDIMENTATION CONTROL, AND THE CALIFORNIA STORM WATER QUALITY ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK FOR CONSTRUCTION. REFER TO SPECIFICATIONS SECTION 01 57 10 "TEMPORARY ENVIRONMENTAL CONTROLS" FOR MORE INFORMATION.

3. THIS PLAN IS A DIAGRAMMATIC GUIDE ONLY. ALL STAGING AREAS AND STABILIZED ENTRANCES ARE SHOWN AS POTENTIAL POINT OF ACCESS AND STAGING. THE CONTRACTOR SHALL USE THIS INFORMATION TO DEVELOP THEIR OWN WATER POLLUTION CONTROL PLAN DELINEATING ENTRANCES AND STAGING TO FIT THEIR OPERATIONS.

4. BMP'S SHALL BE MAINTAINED THROUGH THE CONTRACT WORKING DAYS AT ALL TIMES.

5. TEMPORARY FIBER ROLLS SHALL BE PLACED ON DOWN SLOPE OF GRADING, EXCAVATION AND SOIL-DISTURBED AREAS.

6. NO CONCRETE, CEMENT, SLURRY OR WASHINGS MAY ENTER ANY WATERWAYS. PROTECTIVE MEASURES TO BE INSTALLED PRIOR TO CONCRETE POUR.

SCALE: 1"=20'0"

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F EROSION CONTROL PLAN NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L0.2 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 3 OF 11 1

NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE BEST 3 4 MANAGEMENT PRACTICES (BMP'S) AS IDENTIFIED IN THE PLANS AND SPECIFICATIONS.

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 N/A

FEDERAL PROJECT: 0 1" C I T Y O F EROSION CONTROL DETAILS NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. L0.3 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 4 OF 11 CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982

FEDERAL PROJECT: 0 1" C I T Y O F CLEAN BAY BLUE PRINT NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L0.4 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 5 OF 11 DEMOLITION LEGEND:

(E) POINT ELEVATION

E E E (E) ELECTRICAL LINE

L.O.W. LIMIT OF WORK

(E) TREE

NOTES

EXISTING PARKING STALLS 1. AERIAL GRAPHIC IS FOR REFERENCE ONLY AND MAY NOT BE AN SEE ENLARGEMENT - THIS SHEET ACCURATE REPRESENTATION OF EXISTING CONDITIONS.

ENLARGEMENT -- EXISTING PARKING STALLS SCALE: 1"=10'-0"

EXISTING PEDESTRIAN BRIDGE EXISTING OUTDOOR CLASSROOM AREA SEE ENLARGEMENT - THIS SHEET SEE ENLARGEMENT - THIS SHEET

EXISTING CONDITIONS PLAN SCALE: 1"=20'0"

ENLARGEMENT -- EXISTING PEDESTRIAN BRIDGE ENLARGEMENT -- EXISTING OUTDOOR CLASSROOM AREA SCALE: 1"=10'-0" SCALE: 1"=10'-0"

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F EXISTING CONDITIONS PLAN NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L1.0 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 6 OF 11 DEMOLITION LEGEND:

POSSIBLE ACCESS POINTS POSSIBLE CONTRACTOR'S STAGING AREA. SCALE: 1"=100'-0" CONTRACTOR TO PROVIDE PLANS- SEE SPECIFICATIONS

EXCAVATE EXISTING DIRT AND DEBRIS TO A GENERAL AREA OF WORK DEPTH OF 12" FOR NEW CONCRETE SIDEWALK FOR PWC 8982 EXCAVATE AND REMOVE TAN BARK, NATIVE SOIL AND DEBRIS TO A DEPTH OF 6" FOR NEW CENTRAL PARK DECOMPOSED GRANITE SURFACE. PARKING LOT INGRESS AND EXISTING PARKING LOT DEMOLISH AND REMOVE EXISTING CONCRETE SECTION EGRESS SEE ENLARGEMENT - THIS SHEET

DEMOLISH EXISTING ASPHALT CONCRETE TO AGGRGATE BASE POSSIBLE ACCESS POINT ONTO ACFC ZONE. SEE NOTE. ALAMEDA COUNTY FLOOD CONTROL (ACFC) ASPHALT CONCRETE OVERLAY

PASEO PADRE PARKWAY L.O.W. LIMIT OF WORK

E E E (E) ELECTRICAL WIRING

GRIMMER BOULEVARD REMOVE AND DISPOSE EXISTING ELECTRICAL LINE

TEMPORARY CONSTRUCTION FENCING NOTE: POSSIBLE ACCESS POINT SEE NOTE #5 THIS SHEET. ONTO ACFC ZONE. SEE NOTE. TEMPORARY TRUNK WRAP PROTECTION. REFER TO DETAIL #1 SHEET L4.0

NOTES: 1. AERIAL GRAPHIC IS FOR REFERENCE ONLY AND MAY NOT BE AN ACCURATE REPRESENTATION OF EXISTING CONDITIONS. 2. CONTROL POINTS ARE POINTS 320, 321, 322 AS SHOWN ON PLANS. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS. 3. UNDER DRIP LINE OF ALL TREES WITHIN THE LIMIT OF WORK, ROUGH GRADING AND EXCAVATION FOR DECOMPOSED GRANITE PAVING SHALL BE HAND EXCAVATED OR VACUUM EXCAVATED TO ENSURE EXISTING TREE ROOTS ARE NOT DAMAGED DURING EXCAVATION. HAND EXCAVATION WILL ALLOW ROOTS TO BE ENCOUNTERED AND PROPERLY ADDRESSED WITH A CHANGE IN MOW BAND LAYOUT AT THAT LOCATION. REFER TO SECTION 01 53 00 FOR MORE INFORMATION. 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP) TO PREVENT DIRT, DEBRIS, AND CONSTRUCTION WASTE FROM STORM DRAINS AND LOCAL WATERWAYS SUCH AS THE ADJACENT CREEKS AS SHOWN ON PLANS. REFER TO SPECIFICATIONS SECTION 01 57 10 "TEMPORARY ENVIRONMENTAL CONTROLS" AND EROSION CONTROL PLAN FOR MORE INFORMATION. 5. FOR TEMPORARY ACCESS OVER EXISTING SIDEWALK, CURB & GUTTER ALONG THE CITY'S RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE A SUBMITTAL SHOWING A TEMPORARY CONCRETE PROTECTION PLAN FOR APPROVAL BEFORE ACCESS. ANY DAMAGE TO THE CITY'S RIGHT-OF-WAY IS THE RESPONBILITY OF THE CONTRACTOR. 6. TREE PRUNING, ROOT PRUNING AND TRIMMING SHALL BE PERFORMED ONLY BY A CERTIFIED ARBORIST, OR CERTIFIED TREE WORKER, CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORISTS; IN COMPLIANCE WITH ISA OR ANSI STANDARDS. REFER TO SPECIFICATIONS SECTION 01 56 30 "TREE PRUNING AND ROOT PRUNING" FOR MORE INFORMATION.

PARKING LOT ENLARGEMENT SCALE: 1"=10'-0"

OVERALL DEMOLITION PLAN REVIEWED BY: SCALE 1"=20'-0"

FOR ACFC & WCD

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F DEMOLITION PLAN NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L2.0 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 05/16/2019 05/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET7 OF 11 ADA PARKING AND RAMP OUTDOOR CLASSROOM SEE DETAIL #1 SHEET L4.1 CONCRETE BAND LAYOUT:

A LOCATION OF RADIUS POINT, WITH THE EXCEPTION OF POINT F (SEE BELOW)

P.O.C. POINT ON CURVE

ARC A L= 41'-6" R= 16'-6" RADIUS POINT= NORTHING: 10539.4127 EASTING: 13848.4127 ARC B L= 26'=0" R= 39'-0"

2% TYP. RADIUS POINT= NORTHING: 10523.1686 EASTING: 13855.5612 ARC C L= 18'-6" R= 13'-0" RADIUS POINT= NORTHING: 10542.9160 EASTING: 13862.64939 ARC D L= 38'-0" R= 26'-6" RADIUS POINT= NORTHING: 10548.8177 EASTING: 13850.3349

CONCRETE BAND NOTES: 6" CONCRETE BAND SHALL BE FIELD-FITTED AT LOCATIONS ADJACENT TO EXISTING EUCALPYTUS TREES. CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT FOR APPROVAL OF FIELD-FITTED MOW BAND LAYOUT.

OUTDOOR CLASSROOM BOULDER SEATING LAYOUT:

CENTERLINE 0.1% 1% TYP. BC/EC REFERENCE POINT

RADIUS CENTER POINT E ENLARGEMENT -- OUTDOOR CLASSROOM AREA LAYOUT RADIUS POINT= NORTHING: 10553.0472

SCALE 1"=10'-0" EASTING: 13887.2249 GB 1% TYP. BOULDER #1

THIS L= 17'-0" (ARC LENGTH OF BOULDER SEATING) SHEET R= 26'-0" (RADIUS MEASURED TO CENTERLINE) BC: NORTHING: 10551.8059 PEDSTRIAN BRIDGE 1% TYP. EASTING: 13860.9802 SEE ENLARGEMENT - THIS SHEET OUTDOOR CLASSROOM AREA EC: SEE ENLARGEMENT - THIS SHEET NORTHING: 10535.6370 0.4% EASTING: 13867.5482 GB

BOULDER #2 BOULDER #3 CONCRETE PAVING, 2,3 L= 23'-0" L= 24'-6" TYP. R= 32'-0" R= 38'-0" L4.0 BC: BC: SEE SEE NORTHING: 10552.5341 NORTHING: 10528.6036 NOTE #1 1% SLOPE NOTE #1 EASTING: 13854.9562 EASTING: 13857.7748 EC: EC: NORTHING: 10531.3541 NORTHING: 10528.9837 EASTING: 13863.3384 EASTING: 13857.4593

SECTION B-B NOTE: BOULDER #4 BOULDER #5 CURVE TABLE NOTE: 1. PROPOSED CONCRETE PAVEMENT GRADES SHALL L= 23'-6" L= 14'-0" R= 50'-0" 1. CURVES LISTED IN TABLE ABOVE MEET EXISTING GRADES WITH A SMOOTH AND R= 44'-0" BC: BC: HAVE RADIUS POINTS THAT EXTEND CONTINUOUS TRANSITION AS TO AVOID WATER PONDING. NORTHING: 10549.3203 NORTHING: 10542.8835 BEYOND PROJECT LIMIT. SECTION B-B: OVERALL SITE PLAN EASTING: 13843.1093 EASTING: 13837.9903 CONCRETE PAVEMENT CONFORM TO EXISTING GRADE EC: EC: NOT TO SCALE SCALE 1"=20'-0" NORTHING: 10527.5012 NORTHING: 10529.4864 EASTING: 13851.0659 EASTING: 13842.8150

BOULDER NOTES: 1. MAINTAIN A MINIMUM OF 4' BETWEEN BOULDER MATERIAL REFERENCE LEGEND: GRADING LEGEND: SEATING AISLES. 2. MAINTAIN A MINIMUM OF 4' BETWEEN BOULDERS AND BACK EDGE OF CONCRETE MOW BAND. PROPOSED GRADE DELTA - ANGULAR DEGREE CONCRETE PAVING WITH 54.27 AGGREGATE BASE, TYP. (54.27) EXISTING GRADE RADIUS OF CURVE OUTDOOR CLASSROOM DECOMPOSED GRANITE SURFACING WITH GRADE BREAK LENGTH OF CURVE PERMEABLE ROCK BASE COURSE, TYP. GB LIGHT POLE LAYOUT:

TYP. TYPICAL CENTERLINE LIMIT OF THICKENED EDGE, TYP. LIGHT POLE WITH TWO (2) PHOTOCELL SEE DETAIL #4, SHEET L4.0 SLOPE DIRECTION FLOODLIGHTS: 1.8% RELOCATE LIGHT POLE AND RE-INSTALL LIGHT FIXTURE TO ALLOW OPTIMAL CENTERLINE OF BOULDER SEATING, TYP. TC TOP OF CURB LIGHT EXPOSURE OF OUTDOOR SEE DETAIL #3, SHEET L4.2 CLASSROOM AND ADJACENT CREEKS FS FINISH SURFACE 1% TYP. SURFACE-MOUNTED TRASH AND RECYCLE POINT F RECEPTACLES ON CONCRETE PAD, TYP. BC BEGINNING OF CURVE REVIEWED BY: GB CENTER POINT OF LIGHT POLE= QUANTITY: 2 OF EACH NORTHING: 10523.6387 EC END OF CURVE EASTING: 13861.2862 "SUBJECT TO FLOOD" WARNING SIGNS, TYP. ENLARGEMENT -- PEDESTRIAN BRIDGE LAYOUT REFER TO SPECIFICATIONS SECTION 02 05 00 EQ EQUAL DISTANCE FOR ACFC & WCD QUANTITY: 3 TOTAL SCALE 1"=10'-0"

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F MATERIAL REFERENCE, LAYOUT AND GRADING PLAN NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L3.0 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 05/16/2019 05/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET8 OF 11 EXIST TREE TRUNK FINISHED/EXISTING GRADE DEEP JOINT (REFER TO PLAN FOR LOCATION) 1/4"R TOOLED EDGE, TYP. DEPTH OF JOINT TO 1/2" TOOLED RADIUS, TYP. BE 1/4 OF SLAB THICKNESS 2" X 4" WOOD SLATS, MAXIMUM 3 INCH 6X6X#10 GALVANIZED WELDED WIRE MESH SPACING BETWEEN WOOD SLATS WITH A MINIMUM 1 1/2" DEEP JOINTS OR SCORE JOINTS. 3 OF 3 SLATS PER TREE SEE CHART FOR SPACING --

6" WIDE SMOOTH TROWEL FINISH @ JOINT AND CONCRETE PAVING EDGE, TYP. ORANGE PLASTIC CONSTRUCTION CONCRETE PAVING WITH MEDIUM FENCE WRAPPED TO A 6" 6" DEEP JOINT FLUSH BROOM FINISH 1-INCH THICKNESS TYP. TYP. SEE ENLARGEMENTS BELOW

EXISTING CONCRETE PAVING COLD JOINT W/ 1/4"R TOOLED EDGE, TYP. INSTALL WHERE SHOWN ON PLANS OR WHERE CONCRETE PAVING MEETS VERTICAL SURFACE EXISTING CONCRETE CONNECTION 3 FOR DOWELING DETAIL -- 12" LONG #4 BAR (DEFORMED) @ 24" O.C. MAXIMUM EXISTING A A WRAP ONE END IN FELT AND EPOXY GROUT OTHER GROUND END INTO EXISTING CONCRETE. DOWEL SHALL BE CLASS 2 AGGREGATE BASE OR SUBBASE, 2" CLEAR FOR 4" THICK EXISTING CONCRETE, AND COMPACTED TO 95% RELATIVE COMPACTION. 3" CLEAR FOR 6" THICK EXISTING CONCRETE. AGGREGATE SHALL BE 6" ELEVATION PAVEMENT DEEP JOINT SCORE WIDTH SPACING JOINT COMPACTED SUBGRADE 90% MINIMUM TO 10' 10' OC NONE 95% MAXIMUM RELATIVE COMPACTION 2" X 4" WOOD SLATS, MAXIMUM 8' 8' OC NONE EXPANSION JOINT 3 INCH SPACING BETWEEN 6' 6' OC NONE CAP WITH WOOD SLATS WITH A MINIMUM NOTE: 5' 10' OC YES* COLD OR EXPANSION JOINT REMOVABLE TOP OF 3 SLATS PER TREE 1. TEMPORARY TRUNK WRAP PROTECTION WILL BE 4' 8' OC YES* APPLIED TO TREES REQUIRING PROTECTION. FILL CAP WITH EXIST TREE TRUNK 2. WRAP ORANGE PLASTIC CONSTRUCTION FENCE *ALL SCORE JOINTS SHALL BE MIDWAY JOINT SEALING ON TOP OF WOOD SLATS WITH AN OVERLAP OF 12 BETWEEN DEEP JOINT SPACING. JOINT SEALING COMPOUND AND BACKER ROD. BACKER COMPOUND AND ORANGE PLASTIC INCHES AND TIE WITH WIRE. SEE SECTION BELOW. ROD SHALL BE BACKER ROD CONSTRUCTION 3. TEMPORARY TRUNK WRAP PROTECTION WILL BE NOTES: ALLOWED ONLY BY APPROVAL FROM THE 1. MEDIUM BROOM FINISH PERPENDICULAR TO WALK DIRECTION UNLESS OTHERWISE SHOWN ON PLAN. INCORPORATED INTO FENCE WRAPPED 3/8" ASPHALT PROJECT LANDSCAPE ARCHITECT 2. CROSS SLOPE SHALL BE 1.8% WITH A TOLERANCE OF +/-0.2%, AND NOT EXCEEDING 2% OR FALLING UNDER 1.5%, LATER POUR TO TO A 1 INCH THICKNESS IMPREGNATED 4. DAMAGE TO BRANCHES & ROOTS SUBJECT TO FINE UNLESS OUTSIDE PATH OF TRAVEL. PREVENT WATER COMPRESSIBLE UP TO APPRAISED VALUE OF THE TREE, PER CITY 3. REFER TO CHART FOR ON-CENTER SPACING OF DEEP JOINTS AND SCORE JOINTS, IF REQUIRED. THE ADJACENT INTRUSION FILLER TREE PRESERVATION ORDINANCE (FMC 4-5100). CHART IS A RECOMMENDED GUIDE FOR JOINT PLACEMENT. 5. REFER TO LSD-9 FOR ADDITIONAL TREE 4. ALL WELDED WIRE MESH IS TO BE PRE-SET. NO WET SETTING, HOOKING OR LIFTING OF MESH ALLOWED. MESH #4 BAR (DEFORMED) #4 BAR (DEFORMED) PRESERVATION REQUIREMENTS APPLICABLE TO IS TO BE SET IN THE MIDDLE OF THE CONCRETE SECTION. WRAPPED IN FELT WRAPPED IN FELT THIS DETAIL. 5. SCORE JOINTS SHALL BE TOOLED. NO SAWCUTTING ALLOWED. 6. SCORE JOINTS SHALL BE 1/4" WIDE x 1/2" DEEP. 7. WITH THE APPROVAL OF THE CITY LANDSCAPE ARCHITECT, EXPANSION JOINTS MAY OCCUR AT THE JUNCTION SECTION A-A BETWEEN FLAT AND VERTICAL CONCRETE SURFACES. 8. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVED SURFACES AND EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SUCH AS TO AVOID PUDDLING OF WATER. COLD JOINT DETAIL ENLARGEMENT EXPANSION JOINT DETAIL ENLARGEMENT SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 1 2 CONCRETE PAVING 3 CONCRETE JOINTS SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"

4 5 6

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F CONSTRUCTION DETAILS NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L4.0 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 9 OF 11 2

1 ADA PARKING AND RAMP SCALE: 1/4"=1'-0" 5

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F CONSTRUCTION DETAILS NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L4.1 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 10 OF 11 CONCRETE BAND, TYP. 2 -

UNDISTURBED 2" MIN. DECOMPOSED GRANITE NATIVE SOIL

FLUSH NON-WOVEN GEOTEXTILE FABRIC

DECOMPOSED GRANITE 1 PAVING, TYP. -

6" TYP.

R1" UNDISTURBED NATIVE SOIL

4" PERMEABLE ROCK BASE COURSE, TYP.

SUBGRADE SHALL BE UNCOMPACTED AT 1- #3 HORIZONTAL BAR (DEFORMED) DECOMPOSED GRANITE AND PERMEABLE CONTINUOUS 3" CLEAR FROM ALL SIDES ROCK BASE COURSE AREAS, TYP.

POUR AGAINST UNDISTURBED NATIVE SOIL NOTES: 1. CRUSHED GRAVEL PAVING (DECOMPOSED GRANITE) SHALL BE FLUSH WITH ADJACENT WALKING/ ACCESSIBLE SURFACE. 2. CRUSHED GRAVEL PAVING (DECOMPOSED GRANITE) SHALL NOT BE INSTALLED ON SLOPES OF 3% OR GREATER. 3. CRUSHED GRAVEL SCREENINGS SHALL BE FREE FROM CLAY LUMPS, VEGETATIVE MATTER, AND DELETERIOUS MATERIAL NOTES INCLUDING NOXIOUS WEED SEEDS. 1. CONCRETE TO BE 6 SACK MIX, 2500 PSI MIX, DARKENED WITH LAMP BLACK, 1 POUND PER CUBIC YARD. 4. CRUSHED GRAVEL PAVING (DECOMPOSED GRANITE) SHALL BE GOLD IN COLOR 2. TOP OF MOW BAND TO BE FLUSH WITH ANY ADJACENT PAVING 5. BINDER SHALL BE USED IN ALL CRUSHED GRAVEL PAVING (DECOMPOSED GRANITE) APPLICATIONS AND SHALL BE PRE-MIXED 3. PROVIDE DEEP JOINTS 10' O.C., AND SCORE JOINTS 5' O.C. MAXIMUM EXPANSION JOINT NOT REQUIRED. OFF SITE BY THE SUPPLIER. ALIGN WITH NEAREST ADJACENT PAVEMENT JOINTS WHERE POSSIBLE. 6. BINDER SHALL BE A PATENTED, NON-TOXIC ORGANIC BINDER THAT IS A COLORLESS AND ODORLESS CONCENTRATED 4. CONCRETE FINISH: MEDIUM BROOM FINISH PERPENDICULAR TO LENGTH OF MOW BAND POWDER THAT BINDS CRUSHED GRAVEL PAVING TO PRODUCE A FIRM SURFACE BUT HAS PERMEABILITY. 1 2 6" CONCRETE BAND 3 SCALE: 1-1/2" = 1'-0"

NOTE: 1. FINAL LOCATION TO BE APPROVED BY CITY LANDSCAPE ARCHITECT. 2. TRASH AND RECYCLE RECEPTACLES SHALL BE CITY-FURNISHED.

3/8"x7" STRONG BOLT 2 WEDGE ANCHOR BOLT, CARBON STEEL MODEL NO. STB2-37700, OR APPROVED EQUAL, EPOXIED INTO CONCRETE - LOCATE PER MANUFACTURER'S INSTRUCTIONS.

1-1/2"H TRASH RECEPTACLE BASE CASTING WITH (2) TWO 7/16" DIAMETER HOLES FOR SURFACE MOUNT HARDWARE. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

2 CONCRETE PAVING. TYP. L4.0

COMPACTED SUBGRADE TO MINIMUM 90% RELATIVE COMPACTION

4 SURFACE MOUNTED SITE FURNISHINGS 5 6 SCALE: N.T.S.

CITY PROJECT: SCALE: DRAWING: No. DATE REVISION BY APPD STIVERS LAGOON OUTDOOR CLASSROOM PWC 8982 AS SHOWN

FEDERAL PROJECT: 0 1" C I T Y O F CONSTRUCTION DETAILS NOTE: VERIFY SCALE. DESIGNED BY: CHECKED BY: BAR IS ONE INCH ON ORIGINAL DRAWING. 5/17/2019 Fremont PUBLIC WORKS DEPARTMENT CC/TB L4.2 ADJUST SCALES APPROVED -- SENIOR LANDSCAPE ARCHITECT DATE RECOMMENDED -- PROJECT MANAGER DATE DRAWN BY: DATE: ACCORDINGLY IF BAR 5/16/2019 5/16/2019 CC MAY 2019 IS NOT ONE INCH. SHEET 11 OF 11