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HomeMy WebLinkAboutB16-1105 012-041-004/Q,�.pFESS/ON F0 ON q�F � Q 0� z —} No. 59077 m (P CIVIL `� \ F OF CA� PREPARED FOR: PLANS FOR THE CONSTRUCTION OF: MAINE - Farm- COUNTY OF BUTTE -GENERAL SERVICES 2081 2nd STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 538-7261 PREPARED B Y: NORTHSTAR ENGINEERING NorthStar 111 MISSION RANCH BLVD. SUITE 100 ENGINEERING CHICO, CALIFORNIA 95926 Civil - Surveying• Environmental - GIS PHONE: (530) 893-1600 MELTON DESIGN GROUP 309 WALL STREET MELTON CHICO, CALIFORNIA 95928 DESIGN PHONE: (530) 899-1616 GROUP Designed: RLK Drawn By: RLK Approved: Date: MAY 16, 2016 32 PAR DISE 99 70 CHICO FEATHER FALLS OROVILL 99 GRIDLEY 70 VICINITY MAP NTS Revision Date By OROVILLE, CALIFORNIA PACE ELECTRICAL ENGINEERS 1730 SOUTH STREET REDDING, CALIFORNIA 96001 PHONE: (530) 244-0202 —175 Q \ tl z >1 ,=p CT oNTca T�E� ARD ST r ) D .� 0 ENGINEERING Civil - Surveying - Environmental - GIS LOCATION MAP NTS 111 MISSION RANCH BLVD. SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 533-2068 FAX: (530) 533-3551 www.northstareng.com BUTTE COUNTY MAY 2 3 2016 DEVELOPMENT SERVICES 916-1105 PLANS PREPARED BY: or under the supervision of, LAMBERT 0. LOWE, P.E. DATE NORTHSTAR ENGINEERING SHEET INDEX CIVIL ENGINEERING C-1 TITLE SHEET C-2 DEMOLITION & SITE PLAN C-3 GRADING PLAN C-4 NOTES AND DETAILS LANDSCAPE ARCHITECTURE L-1 CONSTRUCTION PLAN L-2 DETAIL SHEET L-3 WALL OF HONOR - DETAIL SHEET ELECTRICAL ENGINEERING EO ELECTRICAL SITE PLAN BENCHMARK USC&GS BRASS DISK # 204 NORTHEAST ABUTMENT BICYCLE BRIDGE. ELEV-191.61' (USC&GS DATUM) TEMPORARY BENCHMARK TBM FOR THIS PROJECT IS NSE#251 AND IS DESCRIBED AS A REBAR BEHIND THE SIDEWALK ON THE SOUTH SIDE OF MONTGOMERY STREET APPROXIMATELY 235' EAST OF EXISTING VETERANS MEMORIAL BUILDING. ELEV-190.31' (USC&GS DATUM) APPROVED FOR CONSTRUCTION: DENNIS SCHMIDT, ASSISTANT DIRECTOR BUTTE COUNTY GENERAL SERVICES DEPARTMENT DATE BUTTE COUNTY GENERAL SERVICES I_ TITLE SHEET 2081 2nd STREET OROVILLE VETERANS MEMORIAL PARK WALL AND RAILING OROVILLE, CALIFORNIA APN Number Job Number 16-015 N/A Scale N/A Sheet C-1 Horz. Vert. SS �— - <,- ,-0r"z"s r 77, EMOVED EXISTING \\12 :STORM DRAIN \ ... TO ANGLE POINT - \ \\\\6 \ XISTING FLARED... \ \\ d END SECTION: TO .\ \ \\�o BE REMOVED ,z \ . XISTING FENCE BE..REMOVE[7; \ i O NSTALL TEMPORARY CONSTRUCTION FENCING \\EP GD — �1 11 1 .:. ...: •. .:. ...::. � Com- �=---� \ I 11 a 1 XISTING- I SWALE-..:.. II REMOVED" - II �1 I XISTING SITE'lIGHT TO BE. -v I ® I REMOVED -'.AND RELOCATED F * SS T'eI- i PER .THE SITE PLAN _ '���:I gi i ,. I � MIT '..'OF SWALE'- • ` / -4-J i i �� /OS I REMOVAL .....: .: . •.. - -13 — —1 — L-r— I COBBLE SWALE TO REMAIN r --'---- I DEMOLITION PLAN SCALE: 1"=20' LEGEND / Qq,pFESS/0, \ ON q�F Q -� No. 59077 m M CjVI\' 9TF OF CAS-�FO� Designed: RLK I Drawn By: RLK I pproved: Date: MAY 16, 2016 Revision ABBREVIATIONS: BOW 7Ly EXISTING SITE LIGHTING COL © EXISTING STORM DRAIN MANHOLE EXISTING Q EXISTING AREA DRAIN FT 08 EXISTING SANITARY SEWER MANHOLE GRADE BREAK INV EXISTING SIGN L LJ EXISTING ELECTRICAL BOX - - -172- - - - EXISTING GROUND CONTOUR - - - - - - - - - - EXISTING ROADWAY IMPROVEMENTS X STD EXISTING FENCE SW SIDE WALK EXISTING STORM DRAIN LINE TOP OF COLUMN (TOP OF CAP) TW EXISTING SANITARY SEWER LINE W TYPICAL EXISTING WATER LINE — EXISTING TOP — EXISTING FLOWLINE PROPOSED AREA DRAIN RELOCATED STREET LIGHT F\` PROPOSED GRADING LABEL 02X PROPOSED SLOPE D PROPOSED TEMPORARY CONSTRUCTION FENCE PROPOSED IMPROVEMENTS — PROPOSED SHOULDER (2q SLOPE TYP) - - - - - - - - - - PROPOSED CATCH - - - - - - - - - - PROPOSED GRADE BREAK 12" SD PROPOSED STORM DRAIN LINE - > . • —> PROPOSED FLOWLINE PROPOSED WALL OF HONOR a PROPOSED CONCRETE PER LANDSCAPE PLANS / Qq,pFESS/0, \ ON q�F Q -� No. 59077 m M CjVI\' 9TF OF CAS-�FO� Designed: RLK I Drawn By: RLK I pproved: Date: MAY 16, 2016 Revision ABBREVIATIONS: BOW BACK OF WALK COL COLUMN EX EXISTING FG FINISH GRADE FT FOOT GB GRADE BREAK INV INVERT L LENGTH OG ORIGINAL GRADE PC POINT OF CURVATURE R RADIUS SD STORM DRAIN STD STANDARD SW SIDE WALK TOP -COL TOP OF COLUMN (TOP OF CAP) TW TOP OF WALL TYP TYPICAL a � / d Q 4 4� \ 4 d Q 4 \ R=28.2. \ I / EE LANDSCAPE PLAN \ \ FOR - LANDSCAPE \ \ # 9 DETAILS ,IN THIS AREA dQ \ sk , ► ° Q _ 1 d Nk 4 \ \ \O R=13.9. 4 ROPOSED WALL OF HONOR, SEE DETAIL 1 SHEET C-3 \\ < R=2' a \1 �/ \ \\ \ \ \\. \O 4 4 R=68'.. \\ �\ \o \ ; � . . d \ I PROPOSED'COBBLE \ �PGE� \ \� \p , \ I I ' SWALE, SEE LANDSCAPE \\ \ \ a . \ i : I' PLANS. FOR DETAILS 4' �. ROUND DISTURBANCE IN I �" THIS AREA SHALL BE KEPT \ \ 5 I I _ - ' " TO THE MINIMUM NEEDED i (_ _ _ _ _ _ _ \ \ \ ' -.-�` .. FOR INSTALLATION 0� ` WALKWAY \ PROPOSED LOCATION FO ° - - - - - \ RELOCATED SITE LIGHT 1 I I . ` O �'- _ _ -_ \ 11 4 \�. I� ( II . ! .. - � • • .. .... �' � .. .' : \ 5' a I \ 5.4 I I R-10' .. a I I D I \ EE LANDSCAPE PLANS-\. 1 I Q I L.. \ FOR LANDSCAPE R=10 II ` ° 4 I I DETAILS. IN. THIS.AREA . I I 00 5°0°0d I I� o.0o a I� vR-8' I I I. 4 4 o°o I\ \ \ \ 0\- g°o°°c� I I � i�°o°� i I I ' ..... ° Q 0001 \ \ \ \ \ \ \� j- dj III \ bo Iv D i I 0 <1 _j ------ ------ �/ I I IFEII I — — . — . — . — — — — — - 1 I I I U I _ ', a _---- I o I �� O�� I i I�-------- I li II I I I �I I I II II I I I I U I I I I I I I SITE PLAN SCALE: 1"=10' Date By DEMOLITION AND SITE PLAN 111 MISSION RANCH BLVD. SUITE 100 1453 DOWNER STREET BUTTE COUNTY GENERAL SERVICES CHICO, CALIFORNIA 95926 OROVILLE, CALIFORNIA 95965 2081 2nd STREET OROVILLE VETERAN'S MEMORIAL PARK WALL AND RAILING ENGINEERING PHONE: (530) 893-1600 FAX: (530) 893-2113 PHONE: (530) 533-2068 FAX: (530) 533-3551 Civil • Surveying • Environmental • GIS www.northstareng.com www.northstareng.com OROVILLE, CALIFORNIA APN Number Job Number r- . Scale A N 16-0115� Sheet C-2 ts-o Hort. Vert. t^f10 \ \ o \ \ \ \ i5s.83 `\ - f \ I \ \ \ \ o SW 'C . — 77 Q \ \185.0 a\+ .° I� 4 d'� \ \ IJ 79, KJCI �°` z"�d a. Eyw \ N 185.678"X18". -AREA DRAIN PER FG / / \ DETAIL 2 SHEET C-4. \O \/ — a �c GRATE=182.85 .. a \ \ f I I INV=181.35 'L=32'I If SD S_0.010Q� \ / / — - �a 12" SD — — Gro \ a I \ .. N.°O O \ 1$ i ,8 \ \ �" \ OQ..... I0 \� a \018 s i \ \O \ \ \ I 1 \. / CONNECT TO EXISTIN I / \ \ I 12" STORM DRAIN LINE \ a \ I \ a \ \ \ \ \ \ I INV=181.00 v�O I ... \ \ \ I SLOPE BETWEE PROPOSED WALKWAY N \ \ AND THE EXISTING BACK \ G \ d\ I / \ r \ OF WALK AT A MAXIMUM \ \ \O ` . \ \\ I I S 88O \ �1 \ 1PGE� \ I \ SLOPE OF 4:1 \ N \ \ a / \ \ \ \ I \ f====___ 7rr w \N's \ / ATCH 4:1 F �� II ��F� ... \ �� G sLOPE (1YP}. I< L--------- 7.7 tk \ / 71 I II p'�•-o°.Qoo 0°sdi ,. i 4' a 3! \WaI ow— i) _\Sfii_r°/,—, , '�/k�. hiyjI rr� • 1 tkcn-BOW .: .: )°o°oo x ' 0 o7°C \ — \ LQ' 0 S o {�o°o,o ojo o a - 1 US \ \ \ 2 6 V�' 1$9;5 .� . . , • $o,,�o� . I a \ I { -4,/ ------- � I / I • � ) ��- .. \ .. •� rl 11 — v L \�\' I I --------- �I / Q�pFESS/ON ����'� 10 Designed: RLK �R -J No. 59077 m � Drawn By: RLK (PqT CIVIL ��`� Approved: F OF CA��FO te: MAY 16, 2016 Revision Date I By GRADING PLAN SCALE: 1"=10' ENGINEERING Civil • Surveying • Environmental • GIS 111 MISSION RANCH BLVD. SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 533-2068 FAX: (530) 533-3551 TOP OF WALKWAY 9'-6.. a g�� g : #5 AT 18' O.C. !/ �i '� TRANSVERSE TOP & �� o - I 90 BEND / HOOK AT END OF 1' N VERTICAL REBARrr BOTTOM I I.II j a (8) -#5 CONTINUOUS TOP & A.. "/ ' . • . �.e .. _ BOTTOM EXISTING REDI ROCK\� \\� (5) ROWS OF #4 BENT BAR RETAINING WALL, \ \ AT 18" O.C. DO NOT DAMAGE OR \\� INTERFERE WITH GEOGRID EXISTING GEOTEXTILE FOR REDI-BLOCK WALL 1O WALL OF HONOR DETAIL NTS GENERAL CONDITIONS: 1-1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 1.4 THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND ALL OTHER PERSONS DURING CONSTRUCTION. 1-8 IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE PLANS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THOR CONSTRUCTION SHALL BE OF SIMILAR CHARACTER 1O COND111ONS SHOWN ON THE PLANS AND SHALL BE REVIEWED BY THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION. 1-10 THE DESIGN, DETAILING AND / OR SPECIFICATION OF ALL SYSTEMS (NOT SHOWN ON THE PLANS) FOR THE PREVENTION OF WATER / VAPOR INFILTRATION INTO THE BUILDING ENVELOPE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THESE SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO: FLASHING, CAULKING OR ADHESIVES, BUILDING WRAP, VAPOR RETARDER OR BARRIER MEMBRANES, MISCELLANEOUS WATERPROOFING, ETC. IT IS THE RESPONSIBILITY OF THE OWNER FOR ENSURING THAT THEY ARE PROPERLY MAINTAINED. 1-13 ALL CONTRACTORS AND / OR SUBCONTRACTORS OR INSTALLERS SHALL BE EXPERIENCED IN PERFORMING THE WORK THEY ARE RESPONSIBLE TO PERFORM FOR THE PROJECT. UNDER NO CIRCUMSTANCES SHALL INEXPERIENCED LABOR BE UTILIZED. FOUNDATION: 2.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. LOCATIONS AND DEPTHS OF ANY EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. 2-3 CUTS AND FILLS ARE TO CONFORM WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND GEOTECH REPORT. 2.4 THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2-6 FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 2-7 ENGINEERED FILL SHALL COMPLY WITH THE GEOTECHNICAL REPORT. 2-8 THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND LEVEL CONCRETE: 3-1 ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" +/- 1% UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL HAVE A MINIMUM F'C=3,000 PSI. CONCRETE USED FOR FOUNDATIONS AND SLAB ON GRADE REQUIRES SPECIAL INSPECTIONS, SEE NOTES BELOW. ALL CONCRETE COLUMNS, CONCRETE WALLS, ELEVATED CONCRETE SLABS, AND OTHER CONCRETE ABOVE FOUNDATION LEVEL SHALL REQUIRE SPECIAL INSPECTION. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. MAXIMUM AGGREGATE SIZE SHOULD BE REDUCED TO 3/8" WHERE WALL THICKNESS IS LESS THAN 6" NOMINAL OR WHERE REINFORCING IS SUFFICIENTLY CONGESTED TO PREVENT PROPER PLACEMENT WITH A LARGER DIAMETER AGGREGATE. 3-2 CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELING. 3-3 ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. 3.4 AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.457. BY WEIGHT. 3.5 CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST ED11ION OF THE ACI CODE AND THE APPLICABLE BUILDING CODE 3-6 ALL CONCRETE SHALL BE PROPERLY CONSOUDATED. 3-7 CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO PLACING CONCRETE. 3-8 CONCRETE SHALL HAVE A WATER -CEMENT RATIO OF 0.52 LB./LB. OR LESS, ADDITION OF WATER AT THE JOB SITE IS NOT PERMITTED UNLESS SPECIAL INSPECTION HAS BEEN PROVIDED AND TEST SPECIMENS ARE TAKEN. IF HOT WEATHER CONDITIONS ARE ANTICIPATED AT THE JOB SITE, CONCRETE MATERIALS (AGGREGATES, MIXING WATER, AND CEMENT) SHALL BE COOLED PRIOR TO MIXING, AND RETARDERS OR PLASTICIZERS MAY BE ADDED TO PROVIDE WORKABLE CONCRETE. FORMS, REINFORCING STEEL AND SUBGRADE SHALL BE FOGGED OR SPRINKLED WITH COOL WATER JUST BEFORE CONCRETE IS PLACED. 3-9 ALL PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS SPECIFICALLY NOTED OTHERWSE. REINFORCING STEEL: 5-1 REINFORCING STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-615, GRADE 60. ALL REBAR 1S TO BE DEFORMED, WELDED WIRE FABRIC SHALL CONFORM TO THE PROVISIONS OF ASTM A 185. 5-2 ALL LAP SPLICE'S SHALL NOT BE LESS THAN 62 BAR DIAMETERS OF THE LARGER BAR. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5' - 0" MINIMUM. 5-3 REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL 3" CLEAR CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 1/2" CLEAR #6 BARS AND LARGER: 2" CLEAR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE 3/4" CLEAR 54 ALL REBAR BENDS SHALL BE MADE COLD. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. 5-5 ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 5-6 ALL REINFORCING STEEL SHALL BE CLEAN AND FREE OF DELETERIOUS MATERIALS AT THE TIME OF CONCRETE PLACEMENT. 5-7 EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 2'-0" O.C. EACH WAY FOR BARS IN TOP LAYERS OF REINFORCING (OR IN AREAS WHERE ONLY ONE LAYER OF REINFORCING EXISTS) AND 3'-0" O.C. EACH WAY FOR BOTTOM LAYERS OF REINFORCING. ALL PERIMETER INTERSECTIONS OF REINFORCING BARS AND A MINIMUM OF 507. OF INTERIOR INTERSEC11ONS SHALL BE TIED, SUBJECT TO THE SPACING REQUIREMENT'S IN THE PRECEDING SENTENCE REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS AT 3'-0" O.C. MAXIMUM FOR #3 AND #4 BARS, AND AT 4'-0" O.C. MAXIMUM FOR #5 AND LARGER BARS, 5-9 A "STANDARD HOOK" IS DEFINED AS EITHER A 180' BEND PLUS A 4 BAR DIAMETER EXTENSION, BUT NOT LESS THAN 2 1/2" AT THE FREE END OF THE BAR OR A 90' BEND PLUS A 12 BAR DIAMETER EXTENSION AT THE FREE END OF THE BAR. HOOKS FOR STIRRUPS AND TIES SHALL BE AS FOLLOWS: 1. #5 BAR AND SMALLER, 90' BEND PLUS 6 BAR DIAMETER EXTENSION AT FREE END OF BAR, OR 2- #6, f1 AND #8 BAR, 90' BEND PLUS 12 BAR DIAMETER EXTENSION AT FREE END OF BAR, OR 3. #8 BAR AND SMALLER, 135' BEND PLUS 6 BAR DIAMETER EXTENSION AT FREE END OF BAR. REQUIREMENTS FOR SPECIAL INSPECTION: THE OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT THE FOLLOWING SPECIAL INSPECTIONS ARE PROVIDED. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER AND NOT BY THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. THE SPECIAL INSPECTOR MUST BE ACCEPTABLE TO THE PROJECT ENGINEER AND THE LOCAL BUILDING OFFICIAL. ALL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUIDING CODE. INSPECTORS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. High Strength Concrete THE PORTIONS OF WORK THAT REQUIRE SPECIAL INSPECTION ARE THE PLACING OF CONCRETE AND REINFORCEMENT AND TAKING OF TEST SPECIMENS FOR THE CONCRETE (REQUIRED FOR ALL CONCRETE ABOVE FOUNDATION SUCH AS WALLS, COLUMNS, ETC.). THE DUTIES OF THE INSPECTOR SHALL BE AS NOTED BELOW: -ALL CONCRETE MIX DESIGNS SHALL BE PREPARED BY A RECOGNIZED TESTING LABORATORY AND COPIES SHALL BE SENT TO THE ENGINEER FOR REVIEW. -OBSERVE THE CONCRETE AS IT IS BEING PLACED IN THE FORMS. ENSURE THAT CONCRETE IS PER SECTION 3 OF THE RETAINING WALL NOTES. -ENSURE THAT REINFORCING IS IN COMPLIANCE WITH THE PLANS. -TEST SPECIMENS SHALL BE PER THE APPLICABLE BUILDING CODE. EACH SPECIMEN SHALL CONTAIN AT LEAST FOUR CYLINDERS, INCLUDING ONE FOR TESTING AT SEVEN DAYS AND TWO AT 28 DAYS. IF THE 28 DAY RESULTS ARE BELOW THE MINIMUM SPECIFIED 28 DAY STRENGTH, THE EXTRA CYLINDER SHALL BE TESTED AT 56 DAYS. COMPRESSIVE STRENGTH TESTS SHALL ALSO INCLUDE TEST RESULTS FOR SLUMP AND ENTRAINED AIR (IF SPECIFIED), AND SHALL BE SENT TO THE ENGINEER FOR REVIEW. -PROVIDE REPORT TO THE BUILDING DEPARTMENT AS NOTED BELOW. SAMPLES OF INSPECTION REPORTS SHALL BE PROVIDED BY THE SPECIAL INSPECTOR (IF REQUIRED BY THE BUILDING OFFICIAL). REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. ALL INSPECTOR'S REPORTS NOTING DISCREPANCIES TO BE FILED WITH THE BUILDING DEPARTMENT WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. ALL INSPECTOR'S DAILY LOGS SHALL BE MAINTAINED ON SITE FOR REVIEW BY THE BUILDING INSPECTORS. 2O WALL OF HONOR NOTES BUTTE COUNTY GENERAL SERVICES 2081 2nd STREET www.northstareng.com OROVILLE, CALIFORNIA NTS GRADING PLAN OROVILLE VETERAN'S MEMORIAL PARK WALL AND RAILING APN Number Job Number 111- . Scale N/A Sheet c-3 16-M 1 Horz. Vert. 3/4" CHAMFER, TYP. NOTES: 1. ALL EXPOSED EDGES TO HAVE 3/4" (2) -#5 CONT. AT TOP OF WALL CHAMFER, 45' TYPICAL. 2. FINISH ALL EXPOSED SURFACES Q SMOOTH UNLESS NOTED OTHERWISE. #5 HORIZ. AT 18' O.C. 3. WHERE FOOTING IS EXPOSED AND IS PART OF THE WALKING SURFACE, SURFACE FINISH SHALL MATCH THE FINISH SURFACE AS SPECIFIED BY THE LANDSCAPE ARCHITECT. SEE LANDSCAPE PLANS FOR 4. GRANITE VENEER ON FRONT AND INSET REQUIRED FOR PLAQUE SIDES OF THE WALL AND THE INSTALLATION RECESSED FLAG ON THE BACK SHALL BE PER THE LANDSCAPE ARCHITECT. �'. 5. CONCRETE TO BE 3000 PSI ® 28 DAYS. •i #5 VERTICAL AT 18' O.C. TOP OF WALKWAY 9'-6.. a g�� g : #5 AT 18' O.C. !/ �i '� TRANSVERSE TOP & �� o - I 90 BEND / HOOK AT END OF 1' N VERTICAL REBARrr BOTTOM I I.II j a (8) -#5 CONTINUOUS TOP & A.. "/ ' . • . �.e .. _ BOTTOM EXISTING REDI ROCK\� \\� (5) ROWS OF #4 BENT BAR RETAINING WALL, \ \ AT 18" O.C. DO NOT DAMAGE OR \\� INTERFERE WITH GEOGRID EXISTING GEOTEXTILE FOR REDI-BLOCK WALL 1O WALL OF HONOR DETAIL NTS GENERAL CONDITIONS: 1-1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 1.4 THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND ALL OTHER PERSONS DURING CONSTRUCTION. 1-8 IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE PLANS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THOR CONSTRUCTION SHALL BE OF SIMILAR CHARACTER 1O COND111ONS SHOWN ON THE PLANS AND SHALL BE REVIEWED BY THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION. 1-10 THE DESIGN, DETAILING AND / OR SPECIFICATION OF ALL SYSTEMS (NOT SHOWN ON THE PLANS) FOR THE PREVENTION OF WATER / VAPOR INFILTRATION INTO THE BUILDING ENVELOPE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THESE SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO: FLASHING, CAULKING OR ADHESIVES, BUILDING WRAP, VAPOR RETARDER OR BARRIER MEMBRANES, MISCELLANEOUS WATERPROOFING, ETC. IT IS THE RESPONSIBILITY OF THE OWNER FOR ENSURING THAT THEY ARE PROPERLY MAINTAINED. 1-13 ALL CONTRACTORS AND / OR SUBCONTRACTORS OR INSTALLERS SHALL BE EXPERIENCED IN PERFORMING THE WORK THEY ARE RESPONSIBLE TO PERFORM FOR THE PROJECT. UNDER NO CIRCUMSTANCES SHALL INEXPERIENCED LABOR BE UTILIZED. FOUNDATION: 2.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. LOCATIONS AND DEPTHS OF ANY EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. 2-3 CUTS AND FILLS ARE TO CONFORM WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND GEOTECH REPORT. 2.4 THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2-6 FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 2-7 ENGINEERED FILL SHALL COMPLY WITH THE GEOTECHNICAL REPORT. 2-8 THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND LEVEL CONCRETE: 3-1 ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" +/- 1% UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL HAVE A MINIMUM F'C=3,000 PSI. CONCRETE USED FOR FOUNDATIONS AND SLAB ON GRADE REQUIRES SPECIAL INSPECTIONS, SEE NOTES BELOW. ALL CONCRETE COLUMNS, CONCRETE WALLS, ELEVATED CONCRETE SLABS, AND OTHER CONCRETE ABOVE FOUNDATION LEVEL SHALL REQUIRE SPECIAL INSPECTION. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. MAXIMUM AGGREGATE SIZE SHOULD BE REDUCED TO 3/8" WHERE WALL THICKNESS IS LESS THAN 6" NOMINAL OR WHERE REINFORCING IS SUFFICIENTLY CONGESTED TO PREVENT PROPER PLACEMENT WITH A LARGER DIAMETER AGGREGATE. 3-2 CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELING. 3-3 ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. 3.4 AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.457. BY WEIGHT. 3.5 CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST ED11ION OF THE ACI CODE AND THE APPLICABLE BUILDING CODE 3-6 ALL CONCRETE SHALL BE PROPERLY CONSOUDATED. 3-7 CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO PLACING CONCRETE. 3-8 CONCRETE SHALL HAVE A WATER -CEMENT RATIO OF 0.52 LB./LB. OR LESS, ADDITION OF WATER AT THE JOB SITE IS NOT PERMITTED UNLESS SPECIAL INSPECTION HAS BEEN PROVIDED AND TEST SPECIMENS ARE TAKEN. IF HOT WEATHER CONDITIONS ARE ANTICIPATED AT THE JOB SITE, CONCRETE MATERIALS (AGGREGATES, MIXING WATER, AND CEMENT) SHALL BE COOLED PRIOR TO MIXING, AND RETARDERS OR PLASTICIZERS MAY BE ADDED TO PROVIDE WORKABLE CONCRETE. FORMS, REINFORCING STEEL AND SUBGRADE SHALL BE FOGGED OR SPRINKLED WITH COOL WATER JUST BEFORE CONCRETE IS PLACED. 3-9 ALL PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS SPECIFICALLY NOTED OTHERWSE. REINFORCING STEEL: 5-1 REINFORCING STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-615, GRADE 60. ALL REBAR 1S TO BE DEFORMED, WELDED WIRE FABRIC SHALL CONFORM TO THE PROVISIONS OF ASTM A 185. 5-2 ALL LAP SPLICE'S SHALL NOT BE LESS THAN 62 BAR DIAMETERS OF THE LARGER BAR. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5' - 0" MINIMUM. 5-3 REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL 3" CLEAR CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 1/2" CLEAR #6 BARS AND LARGER: 2" CLEAR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE 3/4" CLEAR 54 ALL REBAR BENDS SHALL BE MADE COLD. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. 5-5 ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 5-6 ALL REINFORCING STEEL SHALL BE CLEAN AND FREE OF DELETERIOUS MATERIALS AT THE TIME OF CONCRETE PLACEMENT. 5-7 EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 2'-0" O.C. EACH WAY FOR BARS IN TOP LAYERS OF REINFORCING (OR IN AREAS WHERE ONLY ONE LAYER OF REINFORCING EXISTS) AND 3'-0" O.C. EACH WAY FOR BOTTOM LAYERS OF REINFORCING. ALL PERIMETER INTERSECTIONS OF REINFORCING BARS AND A MINIMUM OF 507. OF INTERIOR INTERSEC11ONS SHALL BE TIED, SUBJECT TO THE SPACING REQUIREMENT'S IN THE PRECEDING SENTENCE REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS AT 3'-0" O.C. MAXIMUM FOR #3 AND #4 BARS, AND AT 4'-0" O.C. MAXIMUM FOR #5 AND LARGER BARS, 5-9 A "STANDARD HOOK" IS DEFINED AS EITHER A 180' BEND PLUS A 4 BAR DIAMETER EXTENSION, BUT NOT LESS THAN 2 1/2" AT THE FREE END OF THE BAR OR A 90' BEND PLUS A 12 BAR DIAMETER EXTENSION AT THE FREE END OF THE BAR. HOOKS FOR STIRRUPS AND TIES SHALL BE AS FOLLOWS: 1. #5 BAR AND SMALLER, 90' BEND PLUS 6 BAR DIAMETER EXTENSION AT FREE END OF BAR, OR 2- #6, f1 AND #8 BAR, 90' BEND PLUS 12 BAR DIAMETER EXTENSION AT FREE END OF BAR, OR 3. #8 BAR AND SMALLER, 135' BEND PLUS 6 BAR DIAMETER EXTENSION AT FREE END OF BAR. REQUIREMENTS FOR SPECIAL INSPECTION: THE OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT THE FOLLOWING SPECIAL INSPECTIONS ARE PROVIDED. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER AND NOT BY THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. THE SPECIAL INSPECTOR MUST BE ACCEPTABLE TO THE PROJECT ENGINEER AND THE LOCAL BUILDING OFFICIAL. ALL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUIDING CODE. INSPECTORS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. High Strength Concrete THE PORTIONS OF WORK THAT REQUIRE SPECIAL INSPECTION ARE THE PLACING OF CONCRETE AND REINFORCEMENT AND TAKING OF TEST SPECIMENS FOR THE CONCRETE (REQUIRED FOR ALL CONCRETE ABOVE FOUNDATION SUCH AS WALLS, COLUMNS, ETC.). THE DUTIES OF THE INSPECTOR SHALL BE AS NOTED BELOW: -ALL CONCRETE MIX DESIGNS SHALL BE PREPARED BY A RECOGNIZED TESTING LABORATORY AND COPIES SHALL BE SENT TO THE ENGINEER FOR REVIEW. -OBSERVE THE CONCRETE AS IT IS BEING PLACED IN THE FORMS. ENSURE THAT CONCRETE IS PER SECTION 3 OF THE RETAINING WALL NOTES. -ENSURE THAT REINFORCING IS IN COMPLIANCE WITH THE PLANS. -TEST SPECIMENS SHALL BE PER THE APPLICABLE BUILDING CODE. EACH SPECIMEN SHALL CONTAIN AT LEAST FOUR CYLINDERS, INCLUDING ONE FOR TESTING AT SEVEN DAYS AND TWO AT 28 DAYS. IF THE 28 DAY RESULTS ARE BELOW THE MINIMUM SPECIFIED 28 DAY STRENGTH, THE EXTRA CYLINDER SHALL BE TESTED AT 56 DAYS. COMPRESSIVE STRENGTH TESTS SHALL ALSO INCLUDE TEST RESULTS FOR SLUMP AND ENTRAINED AIR (IF SPECIFIED), AND SHALL BE SENT TO THE ENGINEER FOR REVIEW. -PROVIDE REPORT TO THE BUILDING DEPARTMENT AS NOTED BELOW. SAMPLES OF INSPECTION REPORTS SHALL BE PROVIDED BY THE SPECIAL INSPECTOR (IF REQUIRED BY THE BUILDING OFFICIAL). REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. ALL INSPECTOR'S REPORTS NOTING DISCREPANCIES TO BE FILED WITH THE BUILDING DEPARTMENT WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. ALL INSPECTOR'S DAILY LOGS SHALL BE MAINTAINED ON SITE FOR REVIEW BY THE BUILDING INSPECTORS. 2O WALL OF HONOR NOTES BUTTE COUNTY GENERAL SERVICES 2081 2nd STREET www.northstareng.com OROVILLE, CALIFORNIA NTS GRADING PLAN OROVILLE VETERAN'S MEMORIAL PARK WALL AND RAILING APN Number Job Number 111- . Scale N/A Sheet c-3 16-M 1 Horz. Vert. VARIES "- Y4" RADIUS SLOPE (MAX) 4Z:]2%. a .. MINOR CONCRETE PER SECTION 90 OF STD. SPECS. 4" CLASS II AGGREGATED BASE, COMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE DENSITY REBAR, SEE --/ NOTES: LANDSCAPE PLANS -SEE LANDSCAPE PLANS FOR SCORING, FOR SIZE AND FINISH, COLOR AND REBAR PLACEMENT. -SIDEWALK SHALL HAVE A THICKENED EDGE SPACING (TYP) AROUND THE PERIMETER OF THE REDI ROC WALL, SEE LANDSCAPE PLAN SHEET L-2 DETAIL 4 FOR DETAILS. (DTYPICAL SIDEWALK SLOPE TO GRATE"C" GALVANIZED FRAME AND GRATE. TRAFFIC RATED PER CALLOUT BELOW. (PEDESTRIAN RATED) \ s ° ' CONCRETE SHALL BE OF VARIES STRENGTH TO MEET DAREIA TRAFFIC RATING BELOW. DRAIN PIPE, SEE PLAN FOR SIZE AND SLOPE GROUT PIPE IN PLACE SECTION „A" GALVANIZED FRAME AND GRATE, TRAFFIC RATED PER CALLOUT BELOW. (PEDESTRIAN RATED) CONCRETE SHALL BE OF STRENGTH TO MEET l TRAFFIC RATING BELOW. "A" NOTE PRECAST DROP INLET BY "B" COOK CONCRETE PRODUCTS, INC. .. . m �H u - 4 (530) 243-2562 ,.B.. OR APPROVED EQUAL PLAN BOX "A" WALL "B" GRATE "C" TRAFFIC RATING 26" 4" 18" H2O (DESIGNATED PER GRATE SIZE ON PLAN) CONSTRUCTION NOTES 1. ALL ONSITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF BUTTE IMPROVEMENT STANDARDS AND SPECIFICATIONS AND ALL PORTIONS OF THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS. (APPROVAL OF COUNTY OF BUTTE OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED FOR ONSITE WORK.) CONTRACTOR SHALL HAVE 'SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. 4. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY THE COUNTY OF BUTTE FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST INCURRED FOR THIS WORK. 5. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DAMAGED OR K DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 6. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY COUNTY OF BUTTE. NTS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 8. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. N 9. WITHIN 30 DAYS OF GROUND DISTURBANCE NOTIFY THE COUNTY OF BUTTE. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE COUNTY OF BUTTE. ALL MITIGATION MEASURES DETERMINED BY THE COUNTY OF BUTTE TO BE APPROPRIATE FOR THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT. 10. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED TO GRADE. 11. COUNTY OF BUTTE APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM HIS/HER RESPONSIBILITY TO CORRECT ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, ANY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE COUNTY OF BUTTE PROJECT MANAGER FOR APPROVAL AND MAY BE SUBMITTED BY THE COUNTY OF BUTTE TO THE CITY OF OROVILLE ENGINEER FOR APPROVAL IF APPLICABLE. 12. LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, AND DEPTH OF ALL UTILITIES (SEWER AND STORM DRAIN) PRIOR TO CONSTRUCTION. 13. IT IS THE CONTRACTORS RESPONSIBILITY TO REPLACE ANY CURB, GUTTER, SIDEWALK AND LANDSCAPING THAT WAS DAMAGED BY THE CONTRACTOR WHILE COMPLETING THE PROPOSED WORK. 14. PRIOR TO THE PLACEMENT OF NEW CONCRETE THE CONTRACTOR IS TO PROTECT ANY EXISTING CONCRETE SURFACES FROM BEING DAMAGED WITH PAPER AND TAPE WHILE THE NEW CONCRETE IS BEING PLACED. 15. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE CALIFORNIA BUILDING CODE, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED 2010 AND THE MOST CURRENT EDITION OF THE COUNTY OF BUTTE IMPROVEMENT STANDARDS. 16. PRIOR TO BUILDING ADJACENT IMPROVEMENTS CONTRACTOR IS TO VERIFY EXISTING GRADES CALLED OUT ON IMPROVEMENT PLANS. 17. PRIOR TO POURING CONCRETE, CONTRACTOR SHALL INFORM THE COUNTY OF BUTTE TO CONTACT THE GEOTECH TO REVIEW SUBGRADE. REFER TO GEOTECHNICAL REPORT PREPARED BY CGI TECHNICAL SERVICES, INC., DATED: AUGUST 4, 2009 AND UPDATED LETTER DATED: MARCH 24, 2016 FOR SOILS DATA. 18. IF CHANGES IN THE SOIL CONDITIONS ARE ENCOUNTERED ANY TIME DURING CONSTRUCTION THE COUNTY OF BUTTE PROJECT MANAGER AND THE GEOTECH SHALL BE INFORMED IN WRITING. DUST SUPPRESSION NOTES 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED ONTO STREET SURFACES BY CONSTRUCTION VEHICLES USING A BROOM -DRY METHOD OF CLEANING. 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THE LATE MORNING AND AT THE END OF THE DAY. FURTHER. THE FREQUENCY OF WATERING SHALL INCREASE IF REQUIRED BY THE COUNTY OF BUTTE AIR POLLUTION CONTROL DISTRICT AND/OR CITY OF OROVILLE. 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 15 MPH AVERAGED OVER 1 HOUR OR A PEAK OF 20 MPH. 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION OPERATIONS SHALL BE MINIMIZED AT ALL TIMES. 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 14 DAYS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. 7. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT ENGINES IN GOOD CONDITION AND IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. CONTRACTOR SHALL FOLLOW FHWA AND CALTRANS STANDARDS DATED 2010 FOR EMISSION MINIMIZATION. 8. RE -VEGETATE EXPOSED SURFACES AS SOON AS POSSIBLE TO REDUCE DUST EMISSIONS. QTYPICAL 18"X18" AREA DRAIN NTS ON /QRpFESS/pN \ q�F `0!z2z -� No. 59077 m `n9T C m \- \Q F OF CALWFp/ Designed: RLK Drawn By: RLK Approved: Date: MAY 16, 2016 9. A SIGN SHALL BE PLACE VISIBLE TO THE PUBLIC THAT READS "CALL 1-855-332-9400 FOR ANY AIR QUALITY CONCERNS OR COMPLAINTS" Revision Date I By EROSION CONTROL LEGEND EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS AND PLANS DATED 2010. 1. INTERIM EROSION CONTROL MEASURES MAY BE NEEDED AND SHALL BE INSTALLED DURING CONSTRUCTION TO ASSURE ADEQUATE EROSION CONTROL FACILITIES ARE IN PLACE AT ALL TIMES. 2. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF AND WITHIN THE CONSTRUCTION SITE SHALL BE PROTECTED WITH SEDIMENT CONTROL AND INLET FILTER BAGS. 3. THE CONTRACTOR MAY PROVIDE CATCH BASIN FILTERS TO HELP REMOVE SEDIMENTS, OIL do GREASE AND HEAVY METALS FROM STORM WATER RUNOFF. 4. SEDIMENT CONTROL MEASURES SUCH AS STRAW WADDLES SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES THE PROJECT. 5. ALL SLOPES GREATER THAN 109 AND LESS THAN 50% THAT ARE FREE OF VEGETATION SHALL HAVE EARTHGUARD APPLIED OR MULCH SPREAD AND TACKED DOWN PRIOR TO A 50% CHANCE OF RAIN. 6. ALL MULCH MUST BE STRAW AND SHOULD BE USED WITH A TACKIFIER. 7. ALL SANDBAGS MAY BE GRAVEL OR SAND FILLED BAGS. 8. IF THE CONSTRUCTION SITE IS TO REMAIN INACTIVE LONGER THAN 14 DAYS THE THE SITE SHALL BE STABILIZED BY APPLYING "EARTH GUARD", SEEDED AND WATERED UNTIL GRASS COVER IS GROWN OR OTHER APPROVED STABILIZATION METHOD. 9. INSPECT SEDIMENT CONTROL DEVICES AFTER EACH STORM AND REMOVE SEDIMENT. DURING STORMS THAT LAST LONGER THAN 24 HOURS INSPECT EVERY 24 HOURS AND REMOVE ANY SEDIMENT. 10. HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES. 11. ANY SOIL MATERIAL CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT SHALL BE REMOVED ON A DAILY BASIS. (BROOM CLEAN - DO NOT USE WATER TO WASH THE STREET) 12. TO MINIMIZE THE TRACKING OF MUD AND DIRT ALL VEHICLES, EXCEPT THE EQUIPMENT NEEDED FOR CONSTRUCTING THE PROPOSED IMPROVEMENTS SHALL REMAIN ON THE PAVED SURFACE. ANY SOIL MATERIAL CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT, MATERIAL DELIVERIES AND EMPLOYEE VEHICLES SHALL BE THE RESPONSIBILITY OF THE PERSON THAT CAUSED THE TRACKING. THIS MATERIAL SHALL BE REMOVED IMMEDIATELY. (BROOM CLEAN DO NOT USE WATER TO WASH THE STREET). 13. PRIOR TO PROJECT COMPLETION ALL DISTURBED AREAS MUST BE STABILIZED. N Ott rth Q cud' ENGINEERING Civil • Surveying • Environmental • GIS 111 MISSION RANCH BLVD. SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 533-2068 FAX: (530) 533-3551 www.northstareng.com I I \ \: O \\ / \ ° `\� \ WADDLE (TYP) 1 EP G:E1 Y \ ' WLE ADD.... ° C6NCRETE. 1: II - WASHOUT 111 rade__ ( o I ' QUIPM'ENT.& i J �I a L1 i I lI I I MATERIAL I Sl0 i AGE :�.::.!.:•.�.:'��:�.:�.'`, °� I-_ (� f o 1 PORTABLE TOILET z I 1 II r� DRAIN ROCK PROPOSED STRAW WADDLE (3/4"-2" 0) PROPOSED SILT FENCING 4" MIN. BELOW II I) SILT TRAP AT CATCH BASIN PLACE APPROVED SILT SACK OR APPROVED LOCATION OF VISUAL INSPECTION JC_X LOCATION OF SAMPLING DL -X LOCATION OF DISCHARGE �- PROPOSED GENERAL FLOW DIRECTION EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS AND PLANS DATED 2010. 1. INTERIM EROSION CONTROL MEASURES MAY BE NEEDED AND SHALL BE INSTALLED DURING CONSTRUCTION TO ASSURE ADEQUATE EROSION CONTROL FACILITIES ARE IN PLACE AT ALL TIMES. 2. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF AND WITHIN THE CONSTRUCTION SITE SHALL BE PROTECTED WITH SEDIMENT CONTROL AND INLET FILTER BAGS. 3. THE CONTRACTOR MAY PROVIDE CATCH BASIN FILTERS TO HELP REMOVE SEDIMENTS, OIL do GREASE AND HEAVY METALS FROM STORM WATER RUNOFF. 4. SEDIMENT CONTROL MEASURES SUCH AS STRAW WADDLES SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES THE PROJECT. 5. ALL SLOPES GREATER THAN 109 AND LESS THAN 50% THAT ARE FREE OF VEGETATION SHALL HAVE EARTHGUARD APPLIED OR MULCH SPREAD AND TACKED DOWN PRIOR TO A 50% CHANCE OF RAIN. 6. ALL MULCH MUST BE STRAW AND SHOULD BE USED WITH A TACKIFIER. 7. ALL SANDBAGS MAY BE GRAVEL OR SAND FILLED BAGS. 8. IF THE CONSTRUCTION SITE IS TO REMAIN INACTIVE LONGER THAN 14 DAYS THE THE SITE SHALL BE STABILIZED BY APPLYING "EARTH GUARD", SEEDED AND WATERED UNTIL GRASS COVER IS GROWN OR OTHER APPROVED STABILIZATION METHOD. 9. INSPECT SEDIMENT CONTROL DEVICES AFTER EACH STORM AND REMOVE SEDIMENT. DURING STORMS THAT LAST LONGER THAN 24 HOURS INSPECT EVERY 24 HOURS AND REMOVE ANY SEDIMENT. 10. HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES. 11. ANY SOIL MATERIAL CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT SHALL BE REMOVED ON A DAILY BASIS. (BROOM CLEAN - DO NOT USE WATER TO WASH THE STREET) 12. TO MINIMIZE THE TRACKING OF MUD AND DIRT ALL VEHICLES, EXCEPT THE EQUIPMENT NEEDED FOR CONSTRUCTING THE PROPOSED IMPROVEMENTS SHALL REMAIN ON THE PAVED SURFACE. ANY SOIL MATERIAL CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT, MATERIAL DELIVERIES AND EMPLOYEE VEHICLES SHALL BE THE RESPONSIBILITY OF THE PERSON THAT CAUSED THE TRACKING. THIS MATERIAL SHALL BE REMOVED IMMEDIATELY. (BROOM CLEAN DO NOT USE WATER TO WASH THE STREET). 13. PRIOR TO PROJECT COMPLETION ALL DISTURBED AREAS MUST BE STABILIZED. N Ott rth Q cud' ENGINEERING Civil • Surveying • Environmental • GIS 111 MISSION RANCH BLVD. SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 533-2068 FAX: (530) 533-3551 www.northstareng.com I I \ \: O \\ / \ ° `\� \ WADDLE (TYP) 1 EP G:E1 Y \ ' WLE ADD.... ° C6NCRETE. 1: II - WASHOUT 111 rade__ ( o I ' QUIPM'ENT.& i J �I a L1 i I lI I I MATERIAL I Sl0 i AGE :�.::.!.:•.�.:'��:�.:�.'`, °� I-_ (� f o 1 PORTABLE TOILET z I 1 II r� DRAIN ROCK (3/4"-2" 0) 4" MIN. BELOW FLOWLINE DI PLACE APPROVED SILT SACK OR APPROVED EQUIVALENT 1.5' MIN. DRAIN ROCK (3/4"-2" 0) SUBGRADE � EXIST. DRAIN � 1 HOLE E�2 f MIN. TYPICAL AT FRONT AND TWO SIDES OF DI (MIN) EROSION CONTROL PLAN SCALE: 1"=20' NOTE: -FILTER FABRIC MAY BE USED IF THE FABRIC IS SECURED TO THE GRATE AND SUCH THAT FABRIC CAN BE REMOVED FOR MAINTENANCE WITHOUT DEPOSITED SEDIMENT FALLING INTO THE Dl. -IF FILTER FABRIC IS USED IT SHALL BE PLACE LOOSELY TO ALLOW FOR DEPOSITION OF SEDIMENT BETWEEN BMP MAINTENANCE. -FABRIC MESH SHALL ALSO BE SUCH THAT INTENDED WATER FLOWING INTO THE DI WILL CONTINUE TO ENTER THE DI WITHOUT BYPASSING THE DI. TYPICAL SILT TRAP AT AREA DRAIN (Pre -FG) NTS DI FINISH GRADE PLACE APPROVED SILT SACK OR APPROVED PROFILE VIEW EQUIVALENT GRAVEL BAG OR OTHER ACCEPTED SEDIMENT 1 t t I CONTROL BMP. PLAN VIEW NOTE: -FILTER FABRIC MAY BE USED IF THE FABRIC IS SECURED TO THE GRATE AND SUCH THAT FABRIC CAN BE REMOVED FOR MAINTENANCE WITHOUT DEPOSITED SEDIMENT FALLING INTO THE DI. -IF FILTER FABRIC IS USED IT SHALL BE PLACE LOOSELY TO ALLOW FOR DEPOSITION OF SEDIMENT BETWEEN BMP MAINTENANCE. -FABRIC MESH SHALL ALSO BE SUCH THAT INTENDED WATER FLOWING INTO THE DI WILL CONTINUE TO ENTER THE DI WITHOUT BYPASSING THE DI. TYPICAL SILT TRAP AT CATCH BASIN (Post -FG) NTS PRIOR TO PARKING LOT / LANDSCAPING COMPLETION TYPICAL SILT TRAP AT BACK OF SIDEWALK STAKE PERIMETER W/ LATH & FLAGGING,10 MIL PLASTIC SECURE LINER W/ LINING SANDBAGS AT TOP EDGES a1 "-EARTHEN DIKE 3' MIN TO BOTTOM NOTE: 1. DIG PIT LARGE ENOUGH TO CONTAIN WASHOUT FROM TRUCKS. 2. INSTALL 24"08" "CONCRETE WASHOUT" SIGN NEAR WASHOUT. 3. IF POSSIBLE, PUMP WATER BACK INTO TRUCKS FOR REUSE. 4. ALLOW WATER TO EVAPORATE AND REMOVE SETTLED, HARDENED CONCRETE TO PROPER LOCAL DUMP SITE. 5. ALTERNATE WASHOUT TYPES AND DESIGN MEETING REGIONAL WATER QUALITY CONTROL BOARD STANDARDS ARE ACCEPTABLE TYPICAL CONCRETE WASHOUT NTS STRAW WADDLE ALLOW 5' AT TOE OF STAKE f SLOPE FOR SEDIMENT 5. TO ACCUMULATE 7" �- I � �'�►AIA4, � -III-1� STAKE j 24"t 48"f �STRAWVADDCE�r��������� TYPICAL STRAW WADDLE INSTALLATION NTS BUTTE COUNTY GENERAL SERVICES I NOTES AND DETAILS 2081 2nd STREET OROVILLE VETERAN'S MEMORIAL PARK WALL AND RAILING OROVILLE, CALIFORNIA APN Number Job Number 16-015 N/A Scale N/A Horz. Vert. Sheet C-4 CONSTRUCTION LEGEND SYMBOL DESCRIPTION REMARKS DETAILS O CONCRETE PAVING TAN INTEGRAL COLOR WITH BROOM FINISH. 3/L-2 SCORE AS SHOWN OBARK MULCH WEED AND APPLY PRE EMERGENT PRIOR TO PLACEMENT -- ORAILING ON WALL 42" HIGH TUBE STEEL, COLOR BLACK 4/L-2 OCOLUMNS AT RAILING LEDGE STONE FASCIA WITH PRECAST CONCRETE CAP 4/L-2 WALL OF HONOR CONCRETE WALL FOR DONOR PLAQUES. SEE ENGINEER'S PLAN FOR WALL 4/L-3 DETAILS. SEE DETAILS ON SHEET L-3 FOR WALL FINISH. O BASALT CHIP ROCK (0 TO 1/4') SPREAD TO EDGE OF CONCRETE. APPLY PRE EMERGENT PRIOR 2/L-2 3" THICK TO PLACEMENT OCOBBLE SWALE 4"-6" COBBLE OVER FABRIC. 1 /L-2 ODRAIN INLET SEE ENGINEER'S PLAN -- OEXISTING LIGHT POLE TO BE RELOCATED - SEE ELECTRICAL PLAN -- 10 SLEEVE FOR FUTURE IRRIGATION -- 1 1 SCORE LINE SAW CUT GREEN. ALL SCORE LINES GRIND CUT WITH BEVELED TOOL -- 12 EXPANSION JOINT BETWEEN CONCRETE AND THE WALL OF HONOR 3/L-2 j 3 RAILING POSTS -- 1 /L-2 2/L-3 SIGNATM EXP. 11-16 ♦ DAT6 i Drawn By: Approved: GVM MJS / CGM Date: MAY 18, 2016 Revision Date I By / / Ile Ile / / 13 ' OFFSET CONCRETE SLAB 13 3 y - _ 4 OVERHANG PER DETAIL 4/L-2 y — v / 4 OFFSET CONCRETE SLAB OVERHANG PER DETAIL 4/L-2 SCALE: 1" = 10'-0" / d° �� F a 4#A. \C 3 13 \ �- :• fir. 11 4 ° 1 OFFSET CONCRETE SLAB OVERHANG PER DETAIL 4/L-2 3 12 1-7 POUR' CONCRETE.UP.TO A- /I- /I- /I- A- A- , WALL WITH CLEAN RADIUS . EDGE ANDDOWEL'INTO. \ \ice/\I/\,I,`lili,`li/`�, I ... n .\ FOOTINGAT,IB:O:C.•:: /I /1-:\/I 1 /I /I mil mil mil /I /I LI f d /I /I \� /I �\/I m\il I�I �\ /\I%7 /I /1 i ,1 M. \ /I7\1- /I_%,i \\ \ 1� I� 14,7 ' 1�714-- 1 Q rr _\\GE I L // �I// �I \ \ 7 v \ \\ \I/I�\117\\/I_\ \ /I�\��I�\I�I\I \ •..\., _ t .. _ I�\`�I�\lig �----- — ---- \ 2 mil �' •• \ it % %I !il lI \ \I/I=\Ij1 \jl= 7.\ \1 1 1 I d ,1_I�� \1�1_ I, � — — — — — 1 i t- 9 .'\ ' ••:...:., ::...`'•.• : \:=\,=7 ,;�,; ll CONNECT TO EXISTING N\ CONCRETE WITH 12" , ELS AT 12" O j�\7/ 1��i1: jS \� . \� e _ _ _ 2 DOW C il%\ I%it%\ I II �� `�� \�� \�� ,'7. Imo, TI 7. \�� \�� \�7\14 1 I I \I �1=\I�1=\I/1=\I �I\I/I \1 ,7.1=\I -\I �1=\I/I 1 )' 0 - I 000 _ .. _ _\ _\ \ \ \ \ \ PP000 000 :I ° 0004 \ \ \ 9�0to.� 1 I 00000 I `.. i _ _ - .v �Op00 ( \ \ \ \ 0\ . .:.. .. ... A d. s000 \ \ \ \ lS— S) CONNECT TO EXISTING I I/ CONCRETE WITH 12" I j I y — _' — ... F- ... < — . IE F— F— j DOWELS — AT —121, — O— .C— .— I I IIII ----------------------- — SE, —L--- r(E) CONCRETE EXISTING TURF EXISTING WAE TYPICAL ItI U I I I I I I I ll U I II �l I I I II I�--------- I I I �__�- ---- I I i I I I — I II Il I I II I II Il I � I II l ii ------ I i II I II Il I I I II i I I II I � l I II ---------- ----------I ( I I i II I � I � North*o"'Kar ILT11-11T -.- - I -w-"T=77 ENGINEERING Civil - Surveying • Environmental - GIS IVA MELTONDESIGNGROUP 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 HONE: (530) 533-2068 FAX: (530) 533-3551 www.northstareng.com BUTTE COUNTY GENERAL SERVICES CONSTRUCTION PLAN L-1 2081 2nd STREET OROVILLE VETERANS MEMORIAL PARK WALL AND RAILING OROVILLE, CALIFORNIA APN Number Job GNumber r-10, Scale N/A Sheet _ Of _. Horz. Vert. 4 1 7 2 3 WIDTH VARIES O 4" TO 6" RIVER WASHED COBBLE. SUBMIT SAMPLE TO 4 SEE CONSTRUCTION PLAN LANDSCAPE ARCHITECT FOR APPROVAL. COBBLE TO BE TWO 7 `, ROWS DEEP AND COVER ALL FABRIC. PROVIDE POSITIVE 8 3 6 t DRAINAGE INTO COBBLED AREA. SEE THIS PLAN 6 0600 060 06� 06� 06 0 0 � 4" MIN O 00 O 5 LOW POINT BASALT PER PLAN ®10 ML. WEED BARRIER. ALL EDGES TO BE HIDDEN FROM VIEW. TUCK WEED BARRIER UNDER SOIL AND 7V PIN �1' 1 PIN AT 4' O.C. W 6" U -PINS. t�-11t1_ / O CONCRETE PAVING FINISH PER PLAN 4O 1/2- RADIUS TOOLED EDGE. ADD RADIUS TO BOTTOM OF CONCRETE THAT OVERHANGS RETAINING WALL 2 3 6" - 10" DEPTH 2 Q UNDISTURBED SUBGRADE 2 O SAWCUT SCORELINE - 1-1 /2" DEPTH 5O CLASS 11 AGGREGATE BASE COMPACTED TO 90% . �. ,, 3 1/4" WIDTH WITH 114" BEVELED EDGE RELATIVE DENSITY. NOTES: O3 1/2- X 3-5" EXPANSION FELT AT © TOP 6" OF UNDISTURBED SUB -GRADE COMPACTED TO 10 3" MINIMUM LAYER BASALT CHIP, AFTER 1. APPLY WEED KILLER AND PRE -EMERGENT TO BASALT CHIP I I PLANTERS, BUILDING, AND OTHER 90% RELATIVE DENSITY. COMPACTION. (0-1 /4") AREAS PRIOR TO PLACEMENT OF BASALT CHIP VERTICAL SURFACE, EXISTING PAVING, Q 4 UNDISTURBED SUB -GRADE OR FILL (0-1 /4") . I { I I (I I I I III OR AS SPECIFIED ON PLANS. COMPACTED TO 90% RELATIVE DENSITY. 2. REMOVE ALL WEEDS AND ORGANIC MATTER PRIOR TO III III I I I III ' I I { III 1 1/2' WIDE X 1/2- DEEP RESILIENT 7 #4 REBAR @ 12" O.C. BOTH WAYS 03 CONCRETE SIDEWALK PER PLAN PLACING BASALT CHIP (0-1 /4"). AFTER PLACEMENT, POLYEURATHANE SEALANT, THOROUGHLY WATER UNTIL ENTIRE DEPTH IS MOIST. MATCH CONCRETE COLOR. Q8 BASALT CHIP ROCK OR BARK MULCH ® SWALE, COBBLE. SEE DETAIL 1 /L-2 3. COMPACT TO 90% RELATIVE DENSITY. PER PLAN 05 WIDTH VARIES - SEE CONSTRUCTION PLAN 4. LIGHTLY RAKE TO PROVIDE SMOOTH FINISHED SURFACE. © FINISH GRADE TO BE 1/4" BELOW CONCRETE 5 BORDER, AFTER COMPACTION FINISH GRADE TO BE i" BELOW SWALE BORDER, AFTER COMPACTION SCALE: 1"= 1'-0" SCALE: 1/2"= l'-0" SCALE 3/4" = 1'- 0" CONCRETE PAVING 3 1 BASALT CHIP ROCK 2 SWALE COBBLE 1 CENTER HANDRAIL 6" O.C. 6" FROM EDGE OF CMU I 15 12 I 13 In 11 3'-0" 15 �- 3 NOTES: g 4" 5 5 14 1. ALL WELD CONNECTIONS TO BE 3600 j. 3 1/291 12" 16 2'-7 1/2" 31'6" 2. ALL WELDS TO BE GROUND SMOOTH, COMPLETELY 14 POWDER COATED 4" 6" 3. COMPLETE FINISH OF RAILING TO BE BLACK 10 5 ?" 2'-6" R1 15/16 �t� POWDER COAT- NO WELDS IN THE FIELD 7 I 9 2 -10 4. BEND RAILS TO FIT COLUMNS - CONFIRM IN FIELD 19 6 15 I 5 COLUMN COLUMN CAP SAFETY RAIL HORIZONTAL SECTION ELEVATION SECTION VIEW CUT REBAR AS NEEDED FOR CAP INSTALLATION 12 12 12 SET BLOCKS TO BE ABLE TO RECEIVE STONE VENEER TO BE 18 16 13 14M 1 BEHIND BASE OF CAP BY Y2" 11 ® ® ® ® 11 4'-9 1/2" 8 L _ 5 6 11 i i 10 5 I I ( OVERLAP REBAR 6"-8° 3 1/2" -(— -I- )- 4 10" 18 SAFETY RAIL CENTER REBAR IN CONCRETE _ I l l – 1 Y" I =1 3 I II II SECTION ELEVATION .. 1 — ��i,,�,.,.�:".�,': 7 a III—I' O EXISTING CONCRETE BLOCK RETAINING WALL O CONCRETE FILL 17 4" X 114- TUBE STEEL RING WITH 3D DECORATIVE STAR SYMBOL IN EXISTING DRAIN ROCK 10 #4 HORIZONTAL REBAR CONTINUOUS AT 16 O.C. CENTER. TYPICAL 3 PER PANEL. 0 1 1 STONE VENEER. HONEY MIST - REAL STONE AS SUBGRADE - COMPACT TO 90% R.D. ': •�` `:° O AVAILABLE FROM SUTHERLAND LANDSCAPE OR TYP. RAII CONNECTION BRACKET 4 CLASS 2 AGGREGATE BASE EQUAL. (530 4531 18 ) 893- 114" X 3" FLAT BAR WELDED TO 4' COMPACT TO 90% R.D. 1 ? PRECAST CONCRETE CAP. MORTAR IN PLACE WITH HORIZONTAL RAILS. FASTEN TO O5 #4 REBAR TO BE EXTENDED UP FROM MATCHING COLOR MASON BLOCK USING 1/2" GALV. COLUMN SIDEWALK CONCRETE IN TO COLUMN 13 3" TUBE STEEL POST. SPACING EQUAL ALONG WALL, ALL -THREAD SET IN SIMPSON VERTICAL SECTION BLOCKS. STUB OUT AT TOP OF BLOCKS MAXIMUM 8'-0" O.C. ANCHOR EPDXY. COVER ALL BUT FOR COLUMN CAP. BOLT HEAD WITH STONE VENEER. O SIDEWALK PER PLAN 14 1Y2" WIDE A 1 B HIGH SQUARE TUBE 5" SQUARE PLATE X 3/8" STEEL PLATE NOTE: INCREASE THICKNESS AND ADD COLUMN STEEL TOP AND BOTTOM RAILS 19 ALL STEEL WORK TO BE SUPPORT REBAR AS SHOWN 15 1.5" TUBE STEEL RAIL WITH MOLDED STEEL CAP O WELD (4) BOLTS TO THE BOTTOM A POWDERCOATED BLACK. MODEL 45-908 BY KING ARCHITECTURAL METAL OF PLATE AND WELD COLUMN POST O7 1 /?" RADIUS TOOLED EDGE TOP AND 800-542-2379 OR APPROVED EQUAL. TO TOP PLATE AND BOTTOM PLATE. BOTTOM OF BULLNOSE. ALLOW TO BE AT WELD CAP TO TUBE STEEL. CENTER ONTO CMU TOP OF PLATE TO BE SET FLUSH WITH NEW LOCATION lY2" OFF OF WALL BLOCK IN COLUMN TOP OF CONCRETE SIDEWALK. O8POWDER COAT STEEL. SMOOTH FACE 8" CONCRETE BLOCK i b 3/4' SQUARE PICKETS (SOLID GROUTED) SCALE: 112 = 1'-0" ANS AND RAILING 4 Revision Date By DETAIL SHEET 2 ®® 1453 DOWNER STREET BUTTE COUNTY GENERAL SERVICES x5north'tow _ mis HVOROVILLE, CALIFORNIA 95965 OROVILLE VETERANS MEMORIAL PARK WALL AND RAILING }.._. HONE: (530) 533-2068 FAX: (530) 533-3551 2081 2nd STREET ENGINEERINGMELTON DESIGNGROUP www.northstareng.com APN Number Job Number Scale Civil - Surveying - Environmental - GIS OROVILLE, CALIFORNIA 16-015 1'-10' N/A Sheet — Of _ ?016 Horz. Vert. 8" WIDE CONCRETE WALL , -- 3/4" GRANITE VENEER DF HONOR CONCRETE WALL. STANDARD COLOR 2" RECESS IN CONCRETE WALL kIL ATTACHMENT 3 PER PLAN - CENTER ON SIDE OF WALL kIL CONNECTION BRACKET 3" FLAT BAR WELDED TO JNTAL RAILS. FASTEN TO MASON USING 1/2" GALV. ALL -THREAD SIMPSON ANCHOR EPDXY. fE VENEER CUT TO FIT AROUND APPLY BLACK SILICONE SEALANT :NTNG EDGE, AND FLUSH ON ENEER AND WALL IN BACK ENTERED IN RAIL 3/4" 1'-0" RECESS ENOUGH SPACE 4—FOR PLAQUES AND MORTAR SECTION THROUGH TOP OF WALL O WALL OF HONOR, CONCRETE WALL. STANDARD GRAY COLOR 20 3/4" GRANITE VENEER. SLOPE TO BACK AT 1 %. COVER FRONT, SIDES AND TOP OF WALL EXCEPT FOR SPACE RESERVED FOR DONOR PLAQUES CUT JOINTS PER LAYOUT SHOWN HERE AND AS SHOWN ON WALL OF HONOR FRONT ELEVATION VIEW, THIS SHEET. ENGRAVE STONE AS SHOWN ON PLAN, AND ELEVATION BELOW. CONFIRM FONT AND LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO ENGRAVING 3O 3/4" CHAMFER RECESS FOR DONOR PLAQUES 4O EXISTING DONOR PLAQUES 6" HIGH BY 12" WIDE BY 3/4" THICK PICK UP FROM OWNER AND INSTALL PER PLAN RAIL ATTACHMENT TO WALL RAIL ATTACHMENT TO WALL SIDE OF WALL SECTION ELEVATION FRONT SECTION ELEVATION SCALE:1 1/2" = 1'-0" SCALE:1 1/211 = 1'-0" RAIL ATTACHMENT TO WALL 2 SECTION AT TOP OF WALL 1 WALL - FRONT ELEV LTON O /'r'w• r * SiG".TM EXP. 11-16 DAT COLUMNS AND RAILING F— LEADING TOWARDS OVERLOOK RAILING PER PLAN - CONNECT TO WALL PER DETAIL ABOVE E---- SIDEWALK TO PARKING LOT 65'-2" GRANITE JOINT - CONCRETE WALL ,—GRANITE DONOR PLAQUES 6"x12"x3/4" F4" TEXT ENGRAVED IN GRANITE PROVIDE PROPOSED LAYOUT OTO LANDSCAPE 884 TOTAL - SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR FONT: CASTELLAR J WITH GRANITE VENEER ON FRONT AND SIDES FOR APPROVAL PRIOR TO INSTALLATION. T 1'-0" SERVICE I I COURAGE WALL OF HONOR BRAVERY VALOR 6" =11_i_..- - - - - — WALL FOOTING WALL FOOTING SEE ENGINEER'S PLAN SEE ENGINEER'S PLAN IT -2- T1 l -V 65'-2' Iz -V I 6" SIDEWALK TO PARKING LOT SIDEWALK PER PLAN RAILING AND COLUMNS LEADING TOWARDS OVERLOOK IRECESSED RECESSED RECESSED RECESSED KEEP STARS 6" AWAY ' FROM EDGE OF WALL � • • . � • • • . •,: ' V V RECESSED Y V _ FINISH GRADE WALL FOOTING I - _ - _ _ IL 11_ SEE ENGINEER'S PLAN_j L_ --I -IF- L ---------- L_L _ _ CREATE %" RECESSED FORM __J BLOCKOUT PATTERN ON BACK OF WALL (FLAGS STRIPES AND STARS). ALL FORM TO BE SMOOTH. ALL - CONCRETE TO BE SEALED (STARS AND RECESSED STRIPES TO BE SEALED WITH CHARCOAL TINTED SEALER WALL OF HONOR - BACK OF WALL - SECTION ELEVATION rQesi�ned: GVM Revision Date By �y Drawn By: o SDR / MJS Approved: ENGINEERING Date: Civil • Surveying - Environmental • GIS MAY 18, 2016 MELTON DESIGNGROUP 1453 DOWNER STREET OROVILLE, CALIFORNIA 95965 HONE: (530) 533-2068 FAX: (530) 533-3551 www.northstareng.com 10'-1" WALL OF HONOR EXISTING WALL SEE ENGINEER'S PLAN BUTTE COUNTY GENERAL SERVICES 2081 2nd STREET OROVILLE, CALIFORNIA PER ENGINEERING SECTION VIEW SCALE: 114" = 1'-0" SCALE: 114" = V-0" WALL OF HONOR - DETAIL SHEET L-3 OROVILLE VETERANS MEMORIAL PARK WALL AND RAILING APN Number Job Number 1,. 10, Scale N/A Sheet _ Of _ 16-015 Horz. Vert. YyY LUMINAIRE SCHEDULE TYPE LAMPS DESCRIPTION MFR IN -GRADE LINEAR LED WALL WASHER, IP67 RATED ANODIZED RIVER 1.1; ALUMINUM BODY, TEMPERED GLASS LENS, BUILT IN POWER NO EQUAL 20W LED p SUPPLY, 4000K, 980 LUMENS, 120VAC. LED SPOT LIGHT, DIE CAST ALUMINUM HOUSING, ROUGH TCP LEDSL16K50BL01 D ° 1 �( TYP. 2 SERVICE APPLICATION, 15' BEAM ANGLE, U BRACKET WITH 2 1OW LED NEMA 5-15 CORD, 5000K, 120VAC. D � � ° � D AIMING POINT, TYP. GF)' 1"C -EMPTY � f-� 3/4"C-2#10,1 #1213 MEMORIAL WALL FACE WITH O D 1"C -EMPTY ���� �o ° FLAG MURAL I , (N)PULLBOX .p ° 3/4"C-210,11213 ° Ot "---- �� o ! CENTER OF 2 Np Z BEAM, TYP. (2)1" C -EMPTY (2)2- C -EMPTY 3/4 C -2f10,1 f12G D EYP 2 \ \ WP 2 3/4"C-2#10,1 f10G MEMORIAL _ACE 3/4"C-2#1 0,1 fl 2'G I D000 ------------------ \\ r ,' __ o � �� (1)11/2"C -EMPTY (E)(2)IN 2#10,1 f12G 3/4" C -2#1O,1 f12G ----- ' \`� E)(2)2 -IPTY ► v \ \�, E)1„C_E� (2)1 1/2"C -EMPTY E \1"C-2 1d 1 1 G \— EX212"C—EMPT1^o D o \ O # # g (E)(2�2,1`12"C—EMPTY� . P— v � o `` E O 1 t EMPTY' (E)(2)1"C—EMPTY, \ ° EX (E)1 C-(N)2#10,1�'1'2G Q \ \ CD--" \\ \\ \yam\ (E)(2)2 1 /2 C-EMRTY — - - - - - - - -- _ 1 \ \ — -— — — L (�)1"C-210,1 #1013 — —0(2)2 C t TY D \ \ \ (E))1"C1EMPTY ` (E)1 „ C-2#10,1 #tOG \\ \\ r ' (E)(2)1 'C -EMP'\`(\ `\\ �\ ° ° \\ \\ \\ 0\\ , (E)1"C-(N)2#10.1�290 \\� \ \\ \ \\ ® (E)SERVICE\ \ \�`��\ o 0 0 PEDESTAL (E)1"C-2#10,1#10G \\ \� ,� (E)(2)1 -C -EMPTY (E)(2)2„C-EMPTY00 O\ `\ \` 4�gll 0/ (E)1„C-2#10,1#1ffG (E)(2)1"C-EP PTY \ I 0 / `\ (E)LIGHT POLE, TYP. (E)1"C-2#10,1#10G `TO (E)PG&E `\\ `\ / / (E)(2)1„C-EMPTY --- �\ TRANSFORMED \\ \ I 1 / / (E)(2)2 C -EMPTY In n ENGINEERING REDDING, CALIFORNIA Designed: BE Drawn By: BE Approved: Date: May 13, 2016 Revision Date By KEY NOTES O TERMINATE (N)3/4"C-2#10,1#10G TO (E)POLE LIGHT FEEDERS WITHIN PULLBOX. WALL LIGHTING SHALL OPERATE ON THE SAME TIMED CIRCUITS AS THE POLE LIGHTS. INSTALLATION OF THE RIVER 1.1 WILL REQUIRE A CAVITY BELOW THE FIXTURE WHERE WATER CAN BE DRAINED AWAY FROM THE CASING. FOLLOW MANUFACTURER RECOMMENDED PROCEDURES FOR INSTALLATION. 3Q ADJUST FINAL PLACEMENT AND AIMING DIRECTION OF FLOOD LIGHTS TO FULLY ILLUMINATE WALL MURAL. PLACE SECURITY LIGHTS TO ELIMINATE GLARE TOWARD PEDESTRIAN TRAFFIC AT MURAL WALL. ® PROVIDE AND INSTALL (1)RECEPTACLE 18 -AFF AND (1)JUNCTION BOX (DIRECTLY BELOW) WITH A BLANK FACE PLATE AT 12 -AFF ON FACE OF COLUMN AS SHOWN. U NOT USED. © PROVIDE AND INSTALL (1) RECEPTACLE AS 12"AFF. 7D PROVIDE AND INSTALL NEW CONDUCTORS IN EXISTING CONDUIT. ® PROVIDE AND INSTALL 20A, 1 -POLE CIRCUIT BREAKER FOR CONNECTION TO NEW RECEPTACLE CIRCUIT. DROP IN ANCHOR 3/8"x1 5/8" MIN EMBEDMENT WITH STAINLESS STEEL BUTTON SOCKET SECURITY CAP SCREW, TYP. S rvnc n TYP. K "I 1/8" BARE STEEL o� GRADE---,, CONCRETE --" DROP IN ANCHOR 3/8"x1 5/8" PEDESTAL MIN EMBEDMENT WITH STAINLESS STEEL BUTTON SOCKET SECURITY CAP SCREW, TYP. N FINISH GRADE WP J -BOX \\V// f \\V// WARNING COMPACTED TRENCH TAPE BACKFILL vD u 12" z 2"MIN I 2"MIN M BACKFILL W/ SAND O HAND TAMP z M - D=3" MIN FOR 2" AND LARGER CONDUIT D=2" MIN FOR 1 1/2" AND SMALLER CONDUIT TYPICAL UNDERGROUND CONDUIT 2 N.T.S. M N M i ^^%R -M FINISH GRADE, TP ELECTRICAL PULL BOX AND EXTENSIONS AS REQUIRED PEA GRAVEL OR 3/4” CRUSHED ROCK CONDUIT, TYP SWEEP—UP PULL BOX 43� N.T.S. BUTTE COUNTTY GENERAL SERVICES ELE%.OTRICAL SITE PLAN Li� Edi 111 MISSION RANCH BLVD. SUITE 100 1453 DOWNER STREET CHICO, CALIFORNIA 95926 OROVILLE, CALIFORNIA 959652081 2nd STREET OROVILLE VETERAN'S MEMORIAL PARK WALL AND RAILING ENGINEERING PHONE: (530) 893-1600 FAX: (530) 893-2113 PHONE: (530) 533-2068 FAX: (530) 533-3551 Civil • Surveying • Environmental • GIS www.northstareng.com www.northstareng.com OROVILLE, CALIFORNIA AM NLS' Job Nobe" T -V scwe N/A 8"t 1 1 1 16-015 Horz Vert. f rQI f sv � � _. � _ � � ,� r