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HomeMy WebLinkAboutFinal Plans - Area 7 & DBB_Revised StripingA q I gyp. AN Hamm BEAM 0 "a e*s� eft rA�es • ti VICINITY MAP NTS UTILITY CONTACT LIST AT&T - DISTIBUTION JAN VESSALS (951) 354-5492 CLEAR CHANNEL OUTDOOR KEVIN KOCIC (213) 305-0045 CROWN CASTLE DAVID ANTOL (724) 416-2180 LA COUNTY DEPT PUB WORKS MARISSA MORELOS (626) 300-3365 METROPOLITAN WATER DISTRICT FRANSISCO FLORES (213) 217-6679 SOUTHERN CALIFORNIA EDISON CINDY VERRENGIA (714) 895-0188 SC EDISON-TRANSMISION ERIC LOPEZ (626) 422-9256 SC -GAS ROSALYN SQUIRES (818) 701-4546 TIME WARNER CABLE ERIK SANTANA (626) 639-1621 WALNUT VALLEY WATER DISTRICT ED CASTANON (909) 595-1268 x267 NOTICE TO THE CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF DIAMOND BAR DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF LOCATION OR WHERE THE EXISTENCE OR NON-EXISTENECE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN LIMITS OF THIS PROJECT. THE CONTACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT RECORDED OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND THE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCES OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THIER SERVICE. 48 HOURS PRIOR TO ANY EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIIES SERVICE ALERT AT 1-(800)-227-2600 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING U.S.A. MARKINGS BY SANDBLAST ONLY. 0e rO� Under und ° Service Alert of Southem Colifomio Call: TOLL FREE \/ _ 1 800-227-2600 or 811 TWO WORKING DAYS BEFORE YOU DIG 0 U 0 v 0 DIA CT L IMI TS °om �8 \ 1 SHEET SCHEDULE SHEET NO. DESCRIPTION 1 TITLE SHEET 2 TREATMENT LEGEND 3 PLAN SHEET RESIDENTIAL AREA 7 4 PLAN SHEET RESIDENTIAL AREA 7 5 PLAN SHEET RESIDENTIAL AREA 7 6 PLAN SHEET RESIDENTIAL AREA 7 7 PLAN SHEET RESIDENTIAL AREA 7 8 PLAN SHEET RESIDENTIAL AREA 7 9 PLAN SHEET RESIDENTIAL AREA 7 10 PLAN SHEET RESIDENTIAL AREA 7 11 TYPICAL SECTIONS DIAMOND BAR BLVD 12 PLAN SHEET DIAMOND BAR BLVD IMPROVEMENTS 13 PLAN SHEET DIAMOND BAR BLVD IMPROVEMENTS 14 STRIPING PLAN DIAMOND BAR BLVD IMPROVEMENTS 15 STRIPING PLAN DIAMOND BAR BLVD IMPROVEMENTS 16 - 20 TRAFFIC CONTROL PLANS - DIAMOND BAR BLVD IMPROVEMENTS' im /�LIS,,\ >> a 7 fo No. 78314 �CIV "- �,�� 4 OF CAS-�� 13 alms PROJECT NOS. 01419 1 E 4 5 23919 3 7 M. PREPARED BY: SUBMITTED ONWARD ENGINEERING 0GVICWFII 3UU J. FiHKCSVK CSLV U., Jul i r- o i '4 ANAHEIM, CA 92805 T: (714) 533-3050 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE w Ak - GENERAL CONSTRUCTION NOTES: 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. I I T Y GENERAL NOTES: 1. ALL WORK, LABOR AND MATERIALS SHALL BE IN CONFORMITY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND ITS SUPPLEMENT; THESE PLANS; THE PROJECT SPECIFICATIONS AND ALL SAFETY REGULATIONS; CODES AND REQUIREMENTS PERTINENT TO THE PROJECT CONSTRUCTION. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND SHALL PROVIDE 24 HOUR SERVICE TO REMOVE, INSTALL, RELOCATE AND MAINTAIN WARNING DEVICES. 3. LOCATIONS OF EXISTING SUBSURFACE UTILITIES AND FACILITIES SHOWN ON THE PLANS ARE BASED ON INFORMATION RECEIVED FROM VARIOUS UTILITY COMPANIES, LOCAL AGENCIES AND FIELD INVESTIGATION. CONTRACTOR IS ADVISED THAT LOCATIONS SHOWN ARE APRROXIMATE AND EXTREME CAUTION IS REQUIRED TO PROTECT THE EXISTING FACILITIES. 4. THE CONTRACTOR IS ADVISED TO USE EXTREME CAUTION AND PROTECT ALL EXISTING UTILITIES AND FACILTIES IN PLACE UNLESS OTHERWISE NOTED. 5. AT NO TIME SHALL ANY BUSINESS BE WITHOUT ACCESS UNLESS OTHERWISE APRROVED BY THE CITY ENGINEER. 6. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO STARTING WORK ON THE PROJECT. ALL WORK SHALL BE SUBJECT TO CITY INSPECTION. 7. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES BY SWEEPING PAVED AREAS AND WATERING. 8. CONSTRUCTION SURVEY AND STAKING WILL BE PROVIDED BY THE CONTRACTOR. 9. ALL NECESSARY MATERIALS AND COMPACTION TESTING RELATED TO WORK WILL BE PAID BY THE CITY AND PERFORMED BY LABORATORY APPROVED BY THE CITY. THE COSTS ASSOCIATED WITH ANY FAILED TEST THAT REQUIRES RE -TESTING SHALL BE BORNE BY THE CONTRACTOR. 10. WORK HOURS SHALL BE AS DETAILED IN PROJECT SPECIFICATION NO WORK SUNDAY AND HOLIDAYS OBSERVED BY THE CITY. 11. STATIONING REFERS TO THE CENTERLINE OF STREET. 12. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS AT CONTRACTOR'S EXPENSE FOR CITY'S REVIEW AND APPROVAL BEFORE CONSTRUCTION BEGINS. 13. CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION BMP'S TO PROJECT THE STORM DRAIN SYSTEM. NPDES NOTES: 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO A DRAINAGE SYSTEM. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO EXCAVATIONS, THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTE ON SITE UNTIL IT CAN BE DISPOSED OF AS SOLID WASTE. 5. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC RIGHT OF WAY. ACCIDENTAL DEPOSITS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN. DEPARTMENT OF PUBLIC WORKS O F D I A M O N D B A R STATE OF CALIFORNIA TITLE SHEET RESIDENTIAL AND COLLECTOR STREET REHABILITATION AREA 7 & DIAMOND BAR BLVD FROM MOUNTAIN LAUREL WAY TO TO CLEAR CREEK CANYON DR APPROVED DIRECTOR OF PUBLIC wGtltS/CCItt ENGINEER DATEopPROJECT NO.0i419 & 23919 DATE: 5/31/2019 SHEET 1 of 20 GENERAL CONSTRUCTION NOTES: + + + 6 ++ ++ ++ + ++ ++++ 41 + ++ + 40 + + ` 40 + } + � 41 + + + + + + + + + + + + 40 + + + +--�-- +-- + + + + + + + ++ ++ +++ ++++ ++ + + + + e + + �,— + + + ++ }+ + ++++ +++ + ++ � ' + + + +++ X ++++ + + + + + + +++++++ + _ + }+ + 41 + + + + } ++ 40 } ++ + I 40 41 + + ++ A++ 1 + ++ ++ A+ 3 ++ + ++ ++ i } + + + + + ++ ++ + +++ +++++ + ++ + + + ++++ + o� +}++ ++ } ++ ++ �A ++.�++ + 43 + +�+ / / ++ /� ++ + + + - ++ + +++ + — — — — C., + + + + 44Q 44 + + + + + 43/ ++ +++ + + + + _ _ + + + + + + O� + + + + + + G G r + � + + ++ + ++T ++ ++ + + + + }+++++ + + mr \ + +. I ++ 41 \ 40 + + + 41 + + + + + }+ I+ + + + + co } + + mn +++ ++ ++ ++ co �'i +++ ++ } --I - + ++ + + + + + �m ++++ ++++++++ ___� + + 0 C3 r°� round Uncler v °- Service Alert OD � of Southem California J co u,l�( I Cali: TOLL FREE No.78314 w/ 1 800-227-26W GRAPHIC SCALE s Q Or 811 100 0 50 100 200 �9r c►vl� o��\ TWO WORKING DAYS BEFORE YOU DIG F OF OpL�F 1" = 100' + + 40 ++++� O ++++++ 41 + + ++ + + eURyDR + + + + + + + ++ + r + r + + 40 ++ ++ + I / ' 41 + + 40 41 ' + ++ 41 DEE PRIN S DR / , + + 41 / 41 + + +++++r + ++ ++++ +++++ + + + + + + + + + + + / 41 / / ++ } \\y+ + + + + ++ } ++++ + + + ++++ + + + ++++ + ++ + ++++ +++++ + +++++++ ++++ / / +41 + ++ ++++ }+ + ++ ++ + — _ + + + + + + + 41 + + + + + + + ++ ++ + + ++ I I 40 ++ + + + \+++++++ 40 } + +1 i +�+ - - �- + + + ++ ++++++ + 41 r ++ + + + + + + } + + + 40 + + 40 + + I 41 ++ + + ++ +++++++ + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ I +}+ '41 + + + + + + + + + + + 41 } + + QJ ___-- + + D + 40 + + — + r Z + / 41 + + + + Z i + + O + i ++ + ++ 41 + m ++ + + +++ ++ + + ++r ++_ / r ' 9L� ++ 2 + + + , r ++ _ ++ +++ + + 40 ++++ 40 + + + + / ++ ++ +++ +,+ / i ' + +�� 41 44 ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 P�- /� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1O PROTECT IN PLACE. 2O SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. OEXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE it SLURRY + + SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAUFILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND O CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BLENFIELD PL DEEPSPRINGS DR S CUL DE SAC SLURRY, OVERLAY BOX COVER PL PANTERA DR N CUL DE SAC SLURRY, OVERLAY BOWCREEK DR PANTERA DR HARDY DR N 186' SLURRY, OVERLAY CLAYWOOD DR BOWCREEK DR W CUL DE SAC CP SEAL, OVERLAY DEEPSPRINGS DR BOWCREEK DR E ROCKBURY DR SLURRY FOXHAVEN PL DEEPSPRINGS DR S CUL DE SAC SLURRY, OVERLAY HARDY DR BOWCREEK DR W CUL DE SAC SLURRY, OVERLAY RAINBOW PL DEEPSPRINGS DR S CUL DE SAC SLURRY, OVERLAY ROCKBURY DR DEEPSPRINGS DR 910' W SLURRY SENTRY DR CLAYWOOD DR PANTERA DR SLURRY SKY CT SENTRY DR S CUL DE SAC SLURRY, OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M O N D STATE OF CAUFORNIA SUBMITTED PLAN SHEET RESIDENTIAL AND COLLECTOR REVIEWED REHABILITATION AREA ROAD MAINTENANCE PRO APPROVED DA G. LIU, P.E. RCE 44053 DATE PROJECT N0. DATE: DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 5/31/2019 ANEW;, STREET 7 J ECT SHEET 3 of 20 I - , I MATCHLINE 43 SEE 2 I I + ►GHT (Z-v \ Q\. _ + \ Q _ rn +++++� + + + + + + ++ 41 + + ++ + + + ++ + ++ + ++ +++ + + + + +++ +t+ 41 41 /' �\ LARwos+ + PL ---- �B' �l ++ ++ 140 + \ NOT _I 1 ' + ++ 1 + + + + Li + Y++ - - r / \ \ + +t- ++ + ++ + + + '� + + ++ /+ + +T--T--T \\ \ + ++ ++ + 41 41 + + + + W t r + + 6 ! +++++LEYLAN+ + D pR 1 ++ ! V 11 ! ' 11 +++ ++\\++++'} ++ + _ r r T + 6 I T 6 + ++ +", + ++ +++ +}+ ++ + _,�-�-�- }}++ ++}}+++ }+ - - _ --�= •=. + + ++++- + + + } +� + ++ + } ++ } T-�'---� - - _ - _ - +-+ + + + + + + + ++ + + \ \ 41 + + ++++ _j ++ -7777 41 _ - , + ++�...++ 41 T- ++ 6 T — + + Tl 40 \;\ \ 40 +++*� \ I 411 40' ++ ! 41 ' \ + ++� + ++ 40 1 41 1 + ! 41 ' + ' / ++ + + +i++ + ! ! ' \ \ + I � � 41 , i 41 I I + + 6 , � \ +} + + + I I \ \ } + + ! ! \ ` + ++ ! I ++ + 1 ! _ _ + ++ 41 } + } + 41 + + + + I ++ +++ 41 ++ y+ 41 + + + + + + + + + 1 1 + 1 + + 43 } + ++ ++ - ' + + ++ + , + + + + + + ' \ / + ++ + - NE gV ++ - 7 ++ ++ } + + '+T T 1 I -+ ++ + + + ++ + \ I + + 1 t + + + + + + 44 - �� + + + !!! / 41 1 \ \ 41 T \ + ' 1 41 41 + +� *---- ++ -� \ ++ + }+ ++ + 41 }y+ / + + 41 + 43 +++ ++ + + + + + +++ + + + } 0e y°� U rouilC! � �° Se vice Alert of Southem California 1111E Call: TOLL FREE 1-800-227-26M or 811 TWO WORKING DAYS BEFORE YOU DIG 40 ++ + 41 + + +++ + + 44 + 41 / t + \ I \ ++ \ I / VIEW LN - _ + + + 44 + ++ + + +++++++++++ + ++ + ++ ++ + \ ++ + ++++++ + + +++-+++�++++� +++ \\ \ ++++++ ' + + }+ ++ 43 + + \ ++ + 41 ++ + 40+ +++ 40 41 I 41 ++++ ++ ++ ' ++++++ ++++�+++ // I I I I / + \ 40 + +++++ QP + + +++ ++ ++++ + 41 + + / + + 41 + + +++++ 41 + +++ + / + ++ 40 + ++ +++ + + ++++ + '41 ` ++ + + \ /+++ .�++ +++-"`++ 6 ++ + ` + ++ 41 ++++ + ++ +\+ + + + + 40 Y + + + + \ +++1 �+`++ + ++++ + /+ + +� + + + r 40 6 40 ! + + + + + + + + + ++ + + + + + + + + + + + +++++ / +++++ + + ++-}+++++++++++� ++ ++ \41 ++�} + +++++ +++ + +++++ \ + ++++ + + + + ++ + + + + �--+ � + 1 , 40 e��ess 1°"'9Z C*_71 co J � No. 78314 GRAPHIC SCALE s 100 0 50 100 200 CIVIL �9 lF OF CA0 1" = 100' MATC N SEE SHEET 3 MANE3 SEE SHEET PREPARED ■ ONWARD ENGINEERIN* 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 P� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED GENERAL CONSTRUCTION NOTES: 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1O PROTECT IN PLACE. O SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X T SURFACE MOUNTED TRUNCATED DOMES. O EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: + WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE 11 SLURRY + + + + + SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAUFILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. O SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BENFIELD PL LEYLAND DR W CUL DE SAC SLURRY GEM PL PANTERA DR E CUL DE SAC SLURRY LEYLAND DR BENFIELD PL S 503' BENFIELD PL N 1675' SLURRY NEWBURY WY LEYLAND DR S CUL DE SAC SLURRY, OVERLAY PANTERA DR VIEW LN S 1875' GEM PL N 229' SLURRY, OVERLAY SHADY PL PANTERA DR S CUL DE SAC SLURRY, OVERLAY VIEW LN PANTERA DR S CUL DE SAC SLURRY, OVERLAY C I T Y DEPARTMENT OF PUBLIC WORKS O F D I A M O N D STATE OF CAUFORNIA PLAN SHEET RESIDENTIAL AND COLLECTOR REHABILITATION AREA ROAD MAINTENANCE PRO APPROVED 0"3Z DA G. LIU, .E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 DATE: 5/31 /2019 STREET 7 J ECT SHEET 4 OF 20 GENERAL CONSTRUCTION NOTES: 'I \ \ x x Q x ' 41 \ ` 40 ` \ \ \ \ ix x x 8 \ I ` \ 44 \ /43 x 41 I tr xx xx \ \ x x � xx _ IT t \ 41 x - 40 41 40 / \ 43 - �--" _ x`� �. ----xxx / \ ' xxxxxxxx xxxx x x :.--x x xxxxxxx x x + x x F \ —='==- 44 ++ 40 41 x x x 00 O ' 40 +x R+ + + x xx x x x + / ' 41 x 6 \ \ + + / x � — + \ x x x / I + + 41 x I + + / / ' x 41 \ xx + + , x 41 43 \ + + x x xx 43 + 40 + + / 44 + + ++ 40 6 x + + + / + e , 41 \ \ -- +++++ qRk l x x 40 ' ++ ++++ ++++++ + RJR ,' ''.. x x 41 \\ \ / + + + + ++ ++ + + 41 \ G 43 +++ ++++++++ \ x \ + + + + ++ + \ I I O ++ m + +++ \ / 41 + ++ + ++ + + + + + + 41 ` + + + + +� + , /� 40 C 41 \ I 40 \ I 41 \ � I \ `\x x x/ � � 1 6 \ \x x/ MqT \ 0 E3 r� ground S�°° Service Alert of Southem Colifomia ((�(� Call: TOLL FREE _ _ � 800-22�6M 2 or M1 TWO WORKING DAYS BEFORE YOU DIG co No. 78314 GRAPHIC SCALE J'j �Q 100 0 50' 100 200 q CN11. 1" = 100' PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 /1✓�� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SME NE lNE �`�,FT 4 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. J SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. 8 EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: + + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE 11 SLURRY + + + + SEAL WITH 2% LATEX. � WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND O CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BARKER DR WYNNEWOOD DR E LEYLAND DR SLURRY BRYN ATHYN WY WYNNEWOOD DR N CUL DE SAC SLURRY, OVERLAY LEYLAND DR SUMMITRIDGE DR S CUL DE SAC SLURRY, OVERLAY PANTERA DR LEYLAND DR N 2041' SLURRY PEAK CT SUNNYHILL PL S CUL DE SAC SLURRY, OVERLAY REXFORD CT PANTERA DR N CUL DE SAC SLURRY, OVERLAY SUNNYHILL PL BARKER DR S CUL DE SAC SLURRY, OVERLAY WYNNEWOOD DR LEYLAND DR S CUL DE SAC SLURRY, OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y 0 F D I A M O N D STATE OF CALIFORNIA SI PLAN SHEET SUBMITTED RESIDENTIAL AND COLLECTOR REVIEWEDAREA REHABILITATION 7 APPROVED � D G. LIU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 MAINTENANCE DATE: 5/31 /2019 STREET PROJECT -1 SHEET ) OF ZO GENERAL CONSTRUCTION NOTES: + 44 ++ + + + 43 � + + 40 �A, + + 41 , 44 + + + 43 + v0 + p ++ ! � 4 + ! + ++ + + + ++ + 41 40 + + 41 ++ + \40 + + + + + + + + ++ + +--+ + ++++++++ + + + O� + + + + + + + + + t + + + ++ ++ ++ +++++++ +++ ++++++ +++++ GP, ++++ +++++ ++++++ + + +++++++++'+ '� ++1+ +++++ ++ + +++ ++++ Q. +++ \ M++++ ++++ + + + 40 + + + +++ +'++++ ' �' +t ++ S++ ++ ++ �t++ +++ \ ++++ + + + + + 40 + I+ + 41 41 + + + + + \ + + + + + + + + + + + + 41 40 + + + ++ + + +/+ ++ + + + + + + 41 + + + + + + ` + \ ++ ++ + \ + + — — / +++ ++ + + + + / ++ ++ + + + + 41 + \ + + + + +++ \ \ + 41 ' 41 ++ ' /++ ++ ++ + + \ ++ St + 41 \ \ \ ++ \ , + + + ++ + ++ 41 \ + + 43 + + + \ +++ +++ 40 ' ' \ `Q O� + ++ ++', \ 40 , , \ 44 41 + - - 43 + +\ ++ + 6 + ++ + , , ++ + ++ ++ ++ \ SQL + ++ +�++ + 40 + + + + + \ + + + + + + 41 + + ++ \ ++ + ++ + + + + + 41 — + + + \ + + + ++ + �,- + + + + \ + + + \ + \ + + -2r ++ + ++ 41 + 41 + + + + \ — ++ ++ ++ 41 \ + ++ 40 \ \ 41 — LL t + + �1 ++ + ++++ +++ 40 + + + _ - ` + + + + + + ++ + + ++ + + / + + + _ - + + - _ 43 ++ + + + + + + + ++ N 41 <� + + q +++ + ++ �+ ++ G + ++ 40 43 + ++ + ��"� TALL + ++ ' + +44 + + + + m - + + +++ ++ + + +++ 'n + + ++ 41 ` / \ ++ ++ + ++ + Nib - ' + t + + + ++r..t.- - +++ 41 +++ ++ 41 — 41 + + + + ')A41 _._ - + + 1 \ + + + 41 + + + ++ + — — + + — + ++ — — — ++ i +++++ I 40 +++ ++++ 40 + ++ ++ ++ + +++ _ ++ ++ -- -- + 6 ++ + ++ + — — + + + ++ + 6 ++ + 40 + _ _ + ++ + \\+ ++ + ++ ++ — — 41 + ++ ! ++ ++ + + ++ + ++ + + 3 ++ ! 6 41 +--+ +- - ++ 1-7 '+ �--- .,--�- - - NAN CT ++ + y Under und Service Alert �. of Southem Colifomia Call: TOLL FREE 1-800-227-2600 or 8M TWO WORKING DAYS BEFORE YOU DIG r ! r ++ + + + + + + + + + + + + + + + + +� +--a. + + + t + + + + - + _— - --$---=-=j + + + ++ + t + ++ ++ + + + + ++ + + t + t + ++ + + + ++ ++ 41 , + + + + 40 , 40 41 41 40 1s + - - - ++ 41 41 6 + + + \ 41 1 + + ! + + + I , ! ! � 40 --- +++ --- __ 41 + ++ i 40 + + + + + + + + + + + + 6 6 - + ++ + + + 41 t + ++-- ++ k + + + t + + MATCHLINE ' + ++ ' SEE SHEET 7 6 ! + + +�++ i + GRAPHIC SCALE 100 0 50 100 200 1" = 100' MATCHLINE SEE SHEET 7 3 021 11A ■ ONWARD ENGINEERING kess 'kssIC�<i 300 S. HARBOR BLVD., SUITE 814 CIO CO00\ 19, ANAHEIM, CA 92805 co No. 78314 T: (714) 533-3050 (P QFlvi `�`Q 7/3/2019 CA Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 3� SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 5� PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. 8O EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: + + + + + WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE 11 SLURRY + + SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAUFILL (AS APPLIES) AND APPLY CAPE SEAL. 771 WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND O CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT COLD STREAM CT SUMMITRIDGE DR N CUL DE SAC SLURRY, OVERLAY EASTGATE DR SUMMITRIDGE DR E CUL DE SAC SLURRY, OVERLAY NAN CT SUNNYCREST CT E CUL DE SAC SLURRY, OVERLAY SILVERTIP DR SUMMITRIDGE DR S CUL DE SAC SLURRY, OVERLAY SPENCER PL EASTGATE DR E CUL DE SAC SLURRY, OVERLAY SUMMITRIDGE DR THUNDER TR S THUNDER TR SLURRY SUNNYCREST CT NAN CT W NAN CT SLURRY, OVERLAY SUNRIVER DR EASTGATE DR W CUL DE SAC SLURRY, OVERLAY TALLYRAND DR SUMMITRIDGE DR E CUL DE SAC SLURRY, OVERLAY WHITECLIFF DR NAN CT N CUL DE SAC CP SEAL, OVERLAY WOODSPRINGS PL ITALLYRAND DR N CUL DE SAC CP SEAL, OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M O N D STATE OF CAI.IFORNIA PLAN SHEET RESIDENTIAL AND COLLECTOR REHABILITATION AREA APPROVED �'ZL• DAVID qr1U, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 MAINTENANCE PRO DATE: 5/31 /2019 STREET 7 J ECT SHEET 6 OF 20 i ' I i , I , � I , I I MATCHLINE 41 40 41 I I 141 41 41 40 SEE SHEET 6 ! MATC ' 41 - L- \— HLINE \ �— --- -_�___ - - _ _ _ SEE SHEET " 44 43 I ' + _-----fi -�- t t + } t + - - A 3 6 + } + } } + } + + + m i \ 40 +++ �� +} _ THUNDER t- -- } / + ++ 41 t + I t ++ t + 41 tl+ 0 41 6 41 I ++ I +t � 6 ++sty+ ^44 41 + }t -- -- + ++ t + 40 ++ t + t + + + + 71 ++ +t + + 41 + \ ++ ++ t t ++ V + t 40 41 41 + ++ + t + \ \ J _+ t' 41 + + + + + t \ + + } \/T + + 41 + } + ++ 41 } + + + } + t \ 6 + + + t + \ + ++ \ + ++ + + } + + 41 I \ + t+ + + ++ + + +} ++ + } 43 + + + \ \ + + t + + \ 44 \ + + SUM ITRID E DR } ++ + + 41 \ \ 4+ + + \ 43 0 + f� + + + t + + } + } + t + + + } + + + t + t } + + t t + t \ + y + } } 41 ++ + + + \y 40 41 + \ / / AA \ \ \ + + + t + +++ + 6), 41 6 i 41 + \ 1 1 t + + + ++ + ++ 40 \ - \ -Ar ++ ++ + ++ ++ + + + ++ ` 40 1 + ++ t + 41 + +t 6 + , \ , \ 1 \ \ \ \ \ } +} ++ + ++ +++++ + 2 t t + t + + + + ++ + 43 + t ++ +} + + + + ++ ++ }+ ++ + tom.----- --+ +t + 13'X4' 2 + + + + } \ \ + 44 + t + t + } + ++t+++ + ++ \ tt+ }+ 40 1 41 i +} 44 + + } 6 44 } + ++ ++ 43 \ \12'X11 - - Qe' t t + ++ + `\ 40 \\ + ++ ++ t 41 + ++ x k x x i I GJ ++ + } 41 ++++ 8X25 + }+ + 6 \ \ / + k I \ } \ + + X 41 k k k 6,X7, \ \ ++ + ++ 2 I ( ++ t + +t 6 \ \ + + + 40 + + +t ++ t + } + - _ a k k X X 2 ++ } + 41 _ k k k X \ 40 - k k 40 14'X13' 4'X33' 2 t + + + + } ++ t + O + + + ++ + 2 + y - + ++ kk XX 41 - _ I \ + t+ + 41 \ t + \ 41 41 41 I t ++ \ \ + 43 + . &X14' n \ + + Lv /,` ++ % 40 X X I k X k k X 41 tU k x k x 2 6'X28' k k ZX30' X k X 2 x k x k k 8 k k k K k X 2 4'X24' I I k k x k jjx I - k k } xx I k I X MgTk X 8' 8 k { { k k Xkx 0� I 4 X k p 4 I Q I I I 0 � Under round er� Svice Alert of Southem Califomia fill Call: TOLL FREE_ v 1 800-227-2600 or 8H TWO WORKING DAYS BEFORE YOU DIG 40 'X13' 2 41 -- X69' 2 __ 41 40 1 41 r + \ 40 t ++ 41 + 6 + + + ++ t \ 41 /++ ++ cn No. 78314 GRAPHIC SCALE `P CIV11. 100 0 50 100 200 41,OQ` F OF OA0 1 " = 100' + + 44 + + + + ++ 41 , + ++ 1 + + + r } + + r r ++ + - - - sT ivEs c + r j + ++++ + + } + + + + + + + + + + + + + r \' r r 6 i 40 r r ' 41 � � n ahol, it 91 t � soya ILI 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 P�- /� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE D/ SUBMITTED REVIEWED GENERAL CONSTRUCTION NOTES: 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND \ OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. A 6 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS 3 44 PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. \ 44 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. '1 43 \ 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 30 SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 50 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. 80 EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: + ++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE 11 SLURRY + + SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL ROAD K111_z1_1014 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND O CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BRECKENRIDGE CT SUMMITRIDGE DR E CUL DE SAC SLURRY, OVERLAY CRESTBROOK CT HEDGEWOOD PL S CUL DE SAC SLURRY, OVERLAY GREENWICH CT BRECKENRIDGE CT N CUL DE SAC SLURRY, OVERLAY HEDGEWOOD PL LONGVIEW DR S CUL DE SAC SLURRY, OVERLAY JASON PL THUNDER TR S CUL DE SAC SLURRY, OVERLAY LONGVIEW DR THUNDER TR S 247' SLURRY MARC CT THUNDER TR S CUL DE SAC SLURRY, OVERLAY PEBBLEWOOD DR BACKWOOD DR N CUL DE SAC SLURRY, OVERLAY RANCHWOOD PL BACKWOOD DR N CUL DE SAC SLURRY, OVERLAY SENECA PL BACKWOOD DR N CUL DE SAC SLURRY, OVERLAY ST IVES CT LONGVIEW DR E CUL DE SAC SLURRY, OVERLAY SUMMITRIDGE DR THUNDER TR S BACKWOOD DR SLURRY THUNDER TR SUMMITRIDGE DR E CUL DE SAC SLURRY, OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M O N D STATE OF CAUFORNIA PLAN SHEET RESIDENTIAL AND COLLECTOR REHABILITATION AREA APPROVED �v 0 ,6% P**V DAVID G. LIU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 MAINTENANCE PRO DATE: 5/31 /2019 STREET 7 J ECT SHEET 7 OF 20 SME Tcy��y 40 SyFFT, x � / x x ATCNLINE % x MATCHLINE SEE SHEET 7 x SEE SHEET 7 6 ! 6'X12' 2 41_ x xxxxx xX x x xx xx xx xxx x x 'X16' 2 R0 X Xx sFE rC, 40 21' 2 41 °K °OD p 40 �, _ Sy�FT x x 41 41 2 x x " 41 40 6'X16' x xx 40 ' 40 41 6'X16' x 2 41 40 , Qv 41 x -- 41 2 44 / Jo / \ xX \ i / O i i X14' , 41 x _ 43 41 ' + - 44 / x + i xxx i 41 -- xxx _ -- x - 40 41 rf xxx 43 \ A 40 G' 6 3 6 xxxx O� f xx xr 44 R x x , x x x x 41 Inc' x x x x 41 , 40 ' 44 43 � xxx xx J °Fri ' x x �'V� x 41 \ ' x 41 x x x �X x 41 \x x xx x x 40 x 40 41 x %� 6 x x 40 , 40 x x x xxx 41 6 x 41 x x �X \ 41- xX CO x tY - - co 41 co xx — � 40— -- 40 41 43- x 6 x X x x x � xxxx � e xxx 41 __- _ - 44 40 , 6 + < \ + 43 � , � 44 X ' / 47z, I -------�-- --- --�--- GRAND AVE MATCHLINE SEE SHEET 9 C Q-1 IQNq IV �rO� Under ground a ;a Service Alert of Southern California 1�F Call: TOLL FREE �l _ 1 800-227-2600 or 8n TWO WORKING DAYS BEFORE YOU DIG 0 No. 78314 GRAPHIC SCALE 100 0 50 100 200 CIVIL �9� Q� F OF CAI.\FO 1 " = 100' r MATCHLINE SEE SHEET 9 PREPARED BY: SUBMITTED ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE REVIEWED GENERAL CONSTRUCTION NOTES: 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 3� SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. 8O EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "V' PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: +++++++++++++ WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE it SLURRY + SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAUFILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. O SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BACKWOOD DR SUMMITRIDGE DR E BRAMFORD CT SLURRY BRAMFORD CT BACKWOOD DR S CUL DE SAC CP SEAL, OVERLAY BRAMFORD CT BACKWOOD DR N CUL DE SAC CP SEAL, OVERLAY CRESTMONT DR STARDUST DR S CUL DE SAC SLURRY, OVERLAY DEERFIELD PL LONGVIEW DR S CUL DE SAC OVERLAY DEVON PL BACKWOOD DR S CUL DE SAC SLURRY, OVERLAY GREYCREST PL SPRINGWOOD DR N CUL DE SAC SLURRY, OVERLAY LONGVIEW DR BACKWOOD DR S DIAMOND BAR BLVD SLURRY, OVERLAY MISTY CT CRESTMONT DR S CUL DE SAC SLURRY, OVERLAY PENROSE CT DEERFIELD PL E CUL DE SAC OVERLAY SOFTWIND DR SUMMITRIDGE DR E STARDUST DR SLURRY SPRINGWOOD DR STARDUST DR N CUL DE SAC OVERLAY STARDUST DR LONGVIEW DR S CUL DE SAC CP SEAL, OVERLAY STONECREST PL SOFTWIND DR S CUL DE SAC SLURRY, OVERLAY SUMMITRIDGE DR BACKWOOD DR S DIAMOND BAR BLVD SLURRY VALEVIEW DR SOFTWIND DR S CUL DE SAC SLURRY, OVERLAY LONGVIEW CT LONGVIEW DR E CUL DE SAC SLURRY, OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M O N D STATE OF CAUFORNIA RESIDENTIAL AND COLLECTOR REHABILITATION AREA ROAD MAINTENANCE PRO APPROVED g'' It.0** DAMD G. LIU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 DATE: 5/31 /2019 i_1111i mmmm STREET 7 J ECT SHEET 8 OF 20 GENERAL CONSTRUCTION NOTES: 0 e r°� Under ground �° 8ervlce Alert of Southem Colifomia Call: TOLL FREE V 1-800-227-2600 or fM TWO WORKING DAYS BEFORE YOU DIG EqT C�I N& E SNEET 8 45 _ 6 ` 42 r / \ 41- r x r _ x / �AVE 41 41 XX / �� / xx , x x 40 41 41 x ' r G� � � � , \\fix 44 �O 40 T x x 44 x 43 44 aex x /41 43 40 / x x x f \ -- x 41 43 40 x x / x �Xx%XXX1\ x �G /ix X x x44 44 V/ ?� G A x 2j 3 N \ A ' % ,- ,' 41 n� A \ 3 x O i 'P / x 41 x 41 ` .� % % X X \ x x \ x 44 \ x40 \ / � q xxx x 8 x x \ ` 3 xx�x A x 41 � x J 3 x x 2 4'X14, A3 3 A q \ 43 C x x 3 / J �, 41 x 6'X10' 2 x ` 40 40 _ N, x \ x x J ' x 41 2 x q X3 2 40 4'X14' J _-- x 3 41 4'X26' 'X5' 2 6 X9 2 \ / x 2 2'X14( x x X x X x I xx 'X14' �' 41 41 2'X26' 2 / 41 / ' \ 41 / \ i �/ x x ® \ i V 43 / �� x 40 44 x 41 / / \ , y 3 / X \\ x , , 41 i J 40� \ / � xx x / /y 40 A xx�xx xx oR 3 xXX 40 41 44 '� V< X X x x x >- . _ / �Q� . -x ' Q�FESS IQ'Vq�\ co J � co No. 78314 GRAPHIC SCALE s Q 100 0 50 100 200 �q� CIVIL F OF CPh, `�F 1" = 100' PREPARED BY: ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. 8O EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY + + SEAL WITH 2% LATEX. 7:1� WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND O CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED AI A TI\/C /Q A Q G STREET NAME FROM TO TREATMENT BLUFF CT LONGVIEW DR N CUL DE SAC OVERLAY DELTA DR SUMMITRIDGE DR S LONGVIEW DR SLURRY KNOLL CT SUMMITRIDGE DR N CUL DE SAC SLURRY, OVERLAY LONGVIEW DR RIMFORD DR N DIAMOND BAR BLVD SLURRY, OVERLAY RANGE CT LONGVIEW DR N CUL DE SAC CP SEAL, OVERLAY RIMFORD PL LONGVIEW DR N CUL DE SAC SLURRY, OVERLAY RUSTIC CT LONGVIEW DR N CUL DE SAC OVERLAY SUMMITRIDGE DR DIAMOND BAR BLVD N LONGVIEW DR SLURRY, CP SEAL SUMMITRIDGE DR SUMMITRIDGE DR W CUL DE SAC OVERLAY DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M O N D STATE OF CAUFORNIA PLAN SHEET RESIDENTIAL AND COLLECTOR REHABILITATION AREA ROAD MAINTENANCE PRO APPROVED 0'2t'tp G. TU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 DATE: 5/31 /2019 STREET 7 J ECT SHEET 9 OF 20 DIAMOND PAR BLVD x 40 ' 40 6 I 41 ' ; 40 x x x x 40 GOLD N NUG ET AV 41 41 x x 45 44 x x 42 w x x x x x x x x x x x x x x x x x x x x x x x x x x xi- xx x x x xx x x x x x x x x x x x F O WI I xxx x x xx x x x xxa z*x xxx m 41 J w x x x x \ I n- xx 41 6 N x x l x Xxx \ \ 41 !S► x <x x xxx x x I 40 I x 44 _ _ � 41 x BA NER IDLE R x x x x x x / 44 W x - 41 xxx x x z x ".-.- ' � x' x x x x x x x x x z x x x x x z x x x x _ xxx xxx 40 xx x x x% xx xxxx-x— x xx x x x - - - - x x x I x \ x x x x I x x x x x x I � x x x x x U_ x ' I 41 -- xxxxx w 43 x x x x 40 I 41 44 \ I 41 xx x x x x+----� x x x x 41 I ' x x xx xx xx x xx x x x x�x x W i W W- ' 41 w xx _ -- - -- -- ' � 41, � x X 41 X x x x x 41 _ x x x x x 1 x 40 x I xxx x x RK�PRNG LN L_bP -N41_ x 6 41 A40 41 ' 1 xxx xxx xxxx xx x xx x-�-xx xxx xxx xx , 3 6 LLjx x x x x x x x Q 141 ' 40 ' xxx 40 xXxx �1 43 - CL GHO x x x x _ R__ xx x p x N xx xx x - - _ RIVp _ Zx x x x �� x x x� x x x x x x x - x x x x x x41 1 \ x x x x x_ - x Q " x x x x x x x -�" x x x x x xxx -- ,. x x x �' x 13 g�VO DIAMOND x x x x x x x x x x x x 6 x X x x x x x � x x x / x x x x x x _(1 x V�x x x x x x x A x x x ^ X x x X 9�I L0 ^ t\ x z Y x l x x X x 1 x x 1 / x x x x x x x x / x x x x x � x x 1 x x x x x x _ - x x x x x i x z x i 44 43 - x x x x x x x \ x X w , x L) x x \ A x x + x + + x x x x x + x x x x + x + x ++ ++ II xxx X 0, -=--xx x x xxxx x x =x xx xxx xxxXxxx xx x xx x xxxxxx xx 40 xxx I 44 \ + xxx x x x x x 0) 41 x + x i A 41 3 x x /__ x x x x x x x x x x x x x X ++ + x x z x i l._ x + x x x 40 x 4 x O O O X C 40 --- x 6 41 40 x x x' �� x O xxxx x xx x x x 12'X33' x x 6 41 6 4U O xx'X ��'C 41 x x I \ ` x x x x XXX XX x x x ;Xxx X x x x x X xxx x X Xx x 2 000 41 xxx% '9^- _./ xx ?, i 40 I I , 41 x�x x xxxxx x xx ,. X_xx / Al 40 O 00 i xxxxx O, 40 X x I 2 8'X10'I x x x x X X x x x x x x x x x x 40 40 40x x: xxX O O O x x x x X xxx / / xxx xxxx 41 41 40 ! x x x 6 0 x x x x / / / x x x x x x x I I O O O 0041 / / 40 OOO I0 0 0 O OO / Y xxxx O O 0 O 00 \ 41 Xx Xxx xxXxxxXxxx 2 8'X10' A3 O O O 0 0 xX x 41 40 0 i 410 00 ` 8'X13' 2 x x 0 0 40 x - x x I 4 O 0 41 1 O I O I 0 2 8'X13' x 0 41 i 0 0 O \ xxx 0 / x / x x O O O O \ X 0 0 2 8'X27' / 41 \\ O G G� - 43 , O O , 1 00 0 O 00 41 X 0 O I O O I A ve N x x l I 0 0 O XXx O i 0 \, 3 x O 10 O (� O / X X O \ O x z' O i O I O 2 �'X27' 44 x 0 O / O xXx O I O I O xx I 1 0 O 41 xx \ZG O O O 0 O X 40 00 X \� O O I A xx O \ 0 0 0 0 O 40 \ X\xxx\^ O i 0 O 0 3 x O 0 O 1 40 \ \ \ I xxx I O O \ O O \ x X �2O OOO 41 / ' 41 x x O O O ' \ O x 6 0 0 0 O X x Z ,- DODO D00000 DOD 40 ? o x x 41 0 O 0 O 0 0 x x 0 °G �- x XXx 0 0 O O O X�X 0 0 2 �'X9' Cl 6 O ` O O O 41 X X 000 � __�_..._.-- ��../ 2 12'X5' / � U \\ \ 43 O O O � xXxx 6 O O O O 0 0 0' 0 X xxx 0 pPRE C� x x X O OD � � � X X � � 000A3 I 00 O O O O 4o x 40 0 0 0 0 0 O 0 0 -' 2 6'x10' / Xxx 0 O O 0 X X 0 O O "" 40Ile, 44 44 41 O �/ - 41 xxx OO xx � x xx 41 - 41 \ / YA'3 \ \ 3 40 ' \/ 41 �� \ x - X _ xxz 2 44 12'X30'r R xXXxx xx x x ,;� \ \ SCE � x x x \ " � \ x xx I 40 141 1 `, \ 40 V- xx x � xx xxXxxXxxxx \ xxxx ` �/ / _ x x 43_41 x xxx xx xxx xx x xx x xxx \ � x x z x x x x z x x x \ i z x x x x x x z x x�/' 1 40 x �-- x x x X x x x x x x x x x x x x xxx X x x x x x x x 41 I ' x x x 41 41 44 x x ; � x \ X x x 40 I ' �\ \ 43 X x y t \ C7 _ x 6 z x x I 6 � x ' - - • \ ' x O 1 x !!►►�� x ' I x x 41 x x I x " 40 41 x ' r x x x x - - - T x 6 x z r 11� x x x I J r x x x _ x x x LU 41 x x x� x x r x x x 1 X x j x' x i x SEE ABOVE LEFT SEE ABOVE LEFT GENERAL CONSTRUCTION NOTES: 1. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 4. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 5. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 6. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 7. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: 1 PROTECT IN PLACE. 2 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (C2 PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 30 SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 6" AC (C2-PG 64-10) ON COMPACTED NATIVE. LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 50 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CONTRACTOR TO PROVIDE CERTIFIED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6 REMOVE STRIPING MARKINGS & MARKERS AND REPLACE IN KIND. 7 INSTALL 4' X 3' SURFACE MOUNTED TRUNCATED DOMES. O EXISTING BOTTS DOTS TO BE REMOVED. DO NOT REPLACE. �REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-5. CASE "X", TYPE "W PER PLAN DESIGNATION. ADJUSTMENTS 40 PROTECT EXISTING WATER & GAS VALVE AND COVER IN PLACE. 41 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 ADJUST EXISTING WATER & GAS VALVE CAN AND COVER TO FINISHED GRADE. 44 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 45 INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. LOOPS SHALL HAVE 4 ROUNDS OF DETECTION WIRE. PAVEMENT TREATMENT LEGENDS: + WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE 11 SLURRY ' SEAL WITH 2% LATEX. WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY CAPE SEAL. WEED ABATE, CRACK SEAUFILL (AS APPLIES), EDGE MILL ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5" THICK AC (C2 PG 64-10) OVERLAY. CORomSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND CONSTRUCT 2" AC (C2 PG 64-10) PAVEMENT ON COMPACTED NATIVE/BASE. STREET NAME FROM TO TREATMENT BANNER RIDGE RD RAPID BROOK RD N CUL DE SAC SLURRY, OVERLAY CLR CR CANYON D DIAMOND BAR BLVD 100' N STEEP CANYON RD SLURRY, CP SEAL CLEGHORN DR GRAND AV N CLEAR CREEK CYN DR SLURRY, OVERLAY DARE CT MEANDERING CREEK DR N CUL DE SAC CP SEAL, OVERLAY GOLD NUGGET AV CLEGHORN DR E CUL DE SAC SLURRY, OVERLAY GRAND RIM CT CLEAR CREEK CANYON DR N CUL DE SAC SLURRY, OVERLAY GRUBSTAKE DR GOLDEN NUGGET AV MONUMENT CANYON DR SLURRY LITTLE QUAIL DR GRUBSTAKE DR OATES DR SLURRY MEANDERING CR DR CLEAR CREEK CANYON DR E CUL DE SAC CP SEAL, OVERLAY MONUMENT CYN DR CLEAR CREEK CANYON DR E CUL DE SAC SLURRY, OVERLAY PARK SPRING LN RAPID BROOK RD N CUL DE SAC SLURRY, OVERLAY OATES DR GOLDEN NUGGET AV N 239' LITTLE QUAIL AV SLURRY RAPID BROOK RD CLEAR CREEK CANYON DR S BANNER RIDGE RD SLURRY SIMS PL GOLDEN NUGGET AV N CUL DE SAC SLURRY, OVERLAY STEEP CANYON RD CLEAR CREEK CANYON DR DIAMOND BAR BLVD SLURRY WINDSONG CT MEANDERING CREEK DR N CUL DE SAC CP SEAL, OVERLAY r — - - DEPARTMENT OF PUBLIC WORKS C I T Y 0 FF D I A M O N D STATE OF CAUFORNIA PREPARED BY: SUBMITTED PLAN SHEET ONWARD ENGINEERING RESIDENTIAL AND COLLECTOR glis! ,FEss►. L300 S. HARBOR BLVD., SUITE 814 REVIEWED REHABILITATION AREA �.�s�' ANAHEIM, CA 92805 ­ CO �� T:(714)533-3050 ROAD MAINTENANCE PRO No. 78314 cn GRAPHIC SCALE sp 1� APPROVED 0 50 100 200 y% CIVI\. ��fiP� 7/3/2019 DA D G. LIU, P.E. RCE 44053 DATE PROJECT NO. DATE: " F °F cA\-\,, DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 5/31 /2019 100• Justin L. Smeets, P.E. R.C.E. No. 78314 DATE ■ STREET 7 J ECT SHEET 10 OF 20 R/W R/W 120' 60' 60' 10' 50' 50' 10' EXIST EXIST SW V R. SW PKWYr PKWY EP 2' MEDIAN (SED CURB 2' EP (SEE PLANS) EX E F -P EX. GRADE — — — \J J 1 \ 1 \ to Y i c� c� C� � <� c� cam _".'•, `ate _ /-. ) ,.� -. /.-, _ • _ -5s _ _JVL�C7L.1> U �1C _ �;,; ,R\ % r�r 1 v� ' rrrr rrrnr/// r�rrry n rr-�� r / • rr rrrnr eo l �i rr/rrr rir r�rrrr /rrrr rr r 7" rrrr/rTrr� rrr rrr rrr rrrnr rTr rrrr//� r r r r r r n/nir 7nrrr�i y rrr uv EX. 8 CURB GUTTER) & , rrrr r r r• , r r r n r r r r n r rrr. EX. 8r CUR B &GUTTER (5"f) AC PVMT SURFACING (10"f) AGGREGATE BASE COURSE EXISTING TYPICAL SECTION - DIAMOND BAR BLVD STA 3+82.55 TO 43+78.79 N.T.S. R/W R/W 120' 60' 60' 10' 50' 50' 10' l EXIST EP 4.8' 4.8' EP EXIST � PKWY 10 10 PKWY I TO VAR. TO REMAIN REMAIN F11 2' 2' EX. RAISED MEDIAN CURB (SEE LANS) I — — SLOPE* FF -P CROSS _ —) Opc* yw yOj��' may,. o r_"r_ / r. rr. .rrrr. r. •�/ rr r r r ,r.o r r ry r ry l�r r r r n r r rr r r r r r r r r r r r T r r T r r r rrrr r r r r r r r r r r rrr r r� r r / r i h l �riir,r Y,,ri�✓%{;{!l{!l.{<�{��{�� �>r�.i�i{r {ri�u �• EX. 8 CURB & GUTTER EX. 8 CURB & GUTTER PROTECT IN PLACE. PROTECT IN PLACE. (UNLESS OTHERWISE SHOWN) (UNLESS OTHERWISE SHOWN) * MATCH EX. ELEV. @ EP C&G. GRADE SECTION (2-4% MAX) TYPICAL SECTION - DIAMOND BAR BLVD STA 3+82.55 TO 43+78.79 N.T.S. R/W 100,1 R/W 50' 50' 8' 42' 42' 8' EXIST EXIST SW rvAR* SW PKWYPKWY EP 2' EX. R AISED 2' EP I MEDIAN CURB E(SEE LANS) --- EXf FF _P EX GRADE/71 ---- 3I r o`J ov oJ�-.•t�� �.,���rO��rO���r�{��Ir���r����r�V� �2� . �\� �� � � �� --r rYrr rr�ry rir?nr nr r r, r - rr rrr / r r r rrr r l e� rr rrrnr r rrrr r iri rr r Trr rrrr r r rr r r r r r Trr r r� i r r r�iar�irr�r i ir�a�i.r ..r iririz.i� i i0r r irr r�r rU�i rir .r nr /,� iy�Y, r ryr y Yr r (EX. 8 CURB &GUTTER) rxrrr�<��,�-��r..�,r, �;r��{T��;�%,�;.�;c,�;�;,�Y,�;,r��,,�,: (EX. 8 CURB &GUTTER) (5"f) AC PVMT SURFACING (10"t) AGGREGATE BASE COURSE EXISTING TYPICAL SECTION - DIAMOND BAR BLVD STA 48+50.65 TO 49+64.38 N.T.S. R/W � R/W 100'-120' 50'-60' 50'-60' 8'-10' 42'-50' 42'- 50' 8'-10' EXIST EXIST SW rvAR* SW PKWYPKWY I EP 2' EX. R AISED 2' EP MEDIAN CURB (SEE LANS) ---- EX� rT _p EX' DE _ --- �o 0 . l� ,•tom � �_ � J �J Z�.. \.C✓-o�l���� ,.�����i{r�G��ri��ri�U>���5 ��-� ��tJ o�� ��J.���J� i. r rr r.,rr ,rrrrrrr rrrr rrir, (EX. 8 CURB & GUTTER) .� �r: EX. 8 CURB &GUTTER (5"t) AC PVMT SURFACING (10"f) AGGREGATE BASE COURSE EXISTING TYPICAL SECTION - DIAMOND BAR BLVD STA 43+78.79 TO 48+50.65 N.T.S. R/W R/W R/W R/W 100,1 B 100'-120' 1 50' 50' 50'-60' 50'-60' 842' 42' 8' 8'-10' 42'-50' 42'-50' 8'-10' l EXIST EP 40' 40' EP EXIST l PKWY 10 10 PKWY TO VAR. TO REMAIN REMAIN F1 2' 2' EX. RAISED MEDIAN CURB (SEE LANS) I SLOPE* F-F CROSS SLOPE* — — — -I — i9 � IO o O O O o 0 r.. rrrrrTrr �%rr r rr rrr. r rr rrrnr, r / 1' rrrnr r r r .ilru� v�v �•l�{ w l�u"l.. l!{�v��{ �� r rrr r r r rrr ri \r T rrrr v� r r i r r rrrr �r r r r r• r.r T r rrrrrrr r. 1 r rr rr Oi .r rr lirr rir �r " EX. 8 CURB & GUTTER T` .' ' , . ` EX. 8 CURB & GUTTER PROTECT IN PLACE. PROTECT IN PLACE. (UNLESS OTHERWISE SHOWN) (UNLESS OTHERWISE SHOWN) * MATCH EX. ELEV. @ EP C&G. GRADE SECTION (2-4% MAX) TYPICAL SECTION - DIAMOND BAR BLVD STA 48+50.65 TO 49+64.38 N.T.S. EXIST EP 40'-48' 40'-48' EP EXIST l PKWY 10 10 V PKWY I TO REMAIN R' REMAIN 2' 2' EX. R NISED MEDIAN CURB (SEE LANS) I SLOPE* T -p CROSS — — — -) OSS LOP E ,1 id rrn rnryr nnirrnrrrrn v� rr. rr<, r. r?r.r,rTr 0w,r EX. 8" CURB & GUTTERJ �``�`"� '� EX. 8" CURB & GUTTER PROTECT IN PLACE. PROTECT IN PLACE. (UNLESS OTHERWISE SHOWN) (UNLESS OTHERWISE SHOWN) * MATCH EX. ELEV. ® EP C&G. GRADE SECTION (2-4% MAX) TYPICAL SECTION - DIAMOND BAR BLVD 10' EX. SIDEWALK MAINTAIN EX. EP. EP 96' 10' APPROACH CL. TO BE PROPOSED 48, 1, EX. RAISED MEDIAN ENCROACHMENT 7' 7' 7' 28' CONC. CURB (6"CF) a PERMIT WORKING 15 RE -CONSTRUCTION RE -GRADE EX. PVMT. RE -GRADE EX. PVMT. TO BE MAINTAINED >x DIRECTED BY CITY 6' D WY. z FULL DEPTH AC OVER z z z o IN PLACE (EASEMENT AREA} 4 SW. APRON EX. COMPACTED BASE z o z _ I- z p of (RE -GRADE EX. PVMT.) o o o 'w w 0 o w� o w z a TOP 2" AC u� W a- LU 0 W z z z z z a n TOP2 AC z o OVERLAY v W U "rs z ¢ 18 z z ° RE-CONST. EX. DWY. 6" THICK z ( ) -o W n w X z TOP 2 AC w w z J W w a 1-- w � W W o a � - w 0 OVERLAY W a w � (C2-PG 64-10) EX. CROWN - � ° z_ (17.5%) O m -c9 -' -� EX. PCC. C.&G. = a OVERLAY U w C2-PG 64-10 ( ) w o "' ��? w z `r o ¢ (C2-PG 64-10) w GRADE -- - m o CF) APPROACH ¢ o o ¢ o Ur m o o - °MAX (TYPICAL) ( a (8" o c i 4% MAX co 2%MAX -- --- o TYPICAL -- -- — _ _ — -- CIF /o)- ICAL — — — — --- — ,. 7.5 pia ` U'ks�? . ,- • . . 17 , >< U 2.5% k{ o o —> ° OD ---► c�C� ��c � vc�c COLD MILD GRIND EX. AC PVMT. 4" COLD MILL) GRIND EX. AC PVMT. EX. PCC. DWY. APRON - r� etin 9" ec 1r9_pn ad_�m nxxpi nv trvp i EX. AC PVMT. SECTION AND 2" AC C2-PG 64-10 OVERLAY P. ( ) ) 0E r�o Under Alert � of Southern California fill Call: TOLL FREE v — — 1 8�-227 2600 or 811 TWO WORKING DAYS BEFORE YOU DIG Ess IONIZ Is i No.78314 Q C►V 11. �F OF Cp\_\F PREPARED BY: SUBMITTED ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 REVIEWED ANAHEIM, CA 92805 T: (714) 533-3050 P�— /� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE STA 43+78.79 TO 48+50.65 N.T.S. EXIST. CONC. BUS PAD REMAIN IN PLACE 0 EX. EP EX. CONIC. C&G (8"CF) N REMAIN IN PLACE 71 * MATCH EX. ELEV. @ EP C&G. GRADE SECTION (2-4% MAX) CONSTRUCTION NOTES 1O PROTECT IN PLACE. 4O MATCH FLUSH/ JOIN EXISTING PAVEMENT GRADE. 10 COLD MILL/GRIND (4" TO 2" DEPTH TRANSITIONAL) EX. AC PVMT. AND CONSTRUCT 2" THICK AC SURFACE COURSE C2-PG 64-10 (OVERLAY). SEE DETAIL "A" ON SHEET 11. 11 DEEPENED COLD MILL/ GRIND OFF CROWN SECTION ASPHALT CONCRETE OF ROADWAY, DEPTH AS NOTED PER PLAN AND SEE DETAIL "B" FOR TRANSITIONAL. INCLUDED CONSTRUCTION NOTE NO. 10 FOR RE -GRADE AC PAVEMENT PER "SECTION A -A". 12 SAWCUT AND REMOVE EXISTING AC AND BASE TO A DEPTH 6". CONSTRUCT NEW 6" THICK AC (TOP 2" FOR C2-PG 64-10) OVER EXISTING COMPACTED BASE. 13 SAWCUT REMOVE EXIST PCC CURB AND GUTTER AND RECONSTRUCT PER SPPWC STD. PLAN 120-2 TYPE A2-8 MATCH EX. FLOWLINE . SEE PLANS FOR LOCATION. 14 REMOVE EXIST PCC SIDEWALK AND RECONSTRUCT (4" THICK) PER SPPWC STD. PLAN 112-2, AND PER DETAILS SHOWN ON PLANS, SEE SHEET 11. 15 REMOVE EXIST PCC DRIVEWAY AND RECONSTRUCT (6" THICK) PER SPPWC STD. PLAN 110-2, TYPE AND CASE PER PLAN. 16 RECONSTRUCT EXISTING RETAINING CURB PER NEW GRADE PAVEMENT ON PLANS. AS DETERMINED BY CITY ENGINEER. 17 SAWCUT AND REMOVE POR11ON OF EXISTING DRIVEWAY APRON/ DEPRESSION AND CONSTRUCT NEW 6" THICK PCC OVER EXISTING COMPACTED BASE. 18 REMOVE EXIST AC PAVEMENT SECTION AND CONSTRUCT 4" AC (C2-PG 64-10) OVER COMPACTED BASE. SEE PLAN FOR DETAILS. OR APPROVED EQUAL. 43 ADJUST EXIST WATER/ GAS VALVE CAN, AND COVER TO FINISHED GRADE. 44 ADJUST EXILING SEWER/ STORM DRAIN MANHOLE FRAME AND COVER TO FINISHED GRADE. 46 ADJUST SCE VAULT/ MANHOLE & COVER TO FINISHED GRADE. 47 ADJUST EXISTING FIRE HYDRANT BASE PLATE TO GRADE. 48 ADJUST EXIST WATER METER BOX TO FINISHED GRADE. SO SIGNALIZATION LEGEND PCC PAVEMENT THICKNESS PER DETAILS PLANS). AC PAVEMENT (TOP 2" FOR C2-PG 64-10). ®COLD MILL EXISTING AC PAVEMENT AND OVERLAY SURFACE COURSE (C2-PG 64-10) GRIND EXISTING AC PAVEMENT (DEPTH NOTED PER DETAILS PLAN) AC PAVEMENT DIG -OUT i s96e ��ebo eb� ri ,OP O'vbV b'v bv'Y v abe®°be_m®seAb� �obe"��b°mvd���bP:�bP�.66,�0®�� �o'��bo®®bs �ba' � besbo�°os�MYTIM sb? COLD MILL/ GRIND AND OVERLAY A Y N.T.S. DEPARTMENT OF PUBLIC WORKS C I TY O F D I A M O N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT TYPICAL SECTION AND DETAILS DIAMOND BAR BLVD IMPROVEMENTS FROM MOUNTAIN LAUREL WAY TO e.,,_,e I CLEAR APPROVED DAM G. L P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 CREEK CANYON DR DATE: 5/31/2019 SHEET 11 OF 20 MONTEFINO AVE. 0 0 0 04o 1-- + wN =w V)z W --j W = F— Q ALLEGRO Y 0 �o = co 0 o �+ Iw �w 0 Qz _j w� En Q m GRAND CONSTRUCTION NOTES 1T PROTECT IN PLACE. O MATCH FLUSH/ JOIN EXISTING PAVEMENT GRADE. 10 COLD MILL/GRIND (4" TO 2" DEPTH TRANSITIONAL) EX. AC PVMT. AND CONSTRUCT 2" THICK AC SURFACE COURSE C2—PG 64-10 (OVERLAY). SEE DETAIL "A" ON SHEET 11. 11 DEEPENED COLD MILL/ GRIND OFF CROWN SECTION ASPHALT CONCRETE OF ROADWAY, DEPTH AS NOTED PER PLAN AND SEE DETAIL "B" FOR TRANSITIONAL. INCLUDED CONSTRUCTION NOTE NO. 10 FOR RE —GRADE AC PAVEMENT PER "SECTION A —A". 12 SAWCUT AND REMOVE EXISTING AC AND BASE TO A DEPTH 6". CONSTRUCT NEW 6" THICK AC (TOP 2" FOR C2—PG 64-10) OVER EXISTING COMPACTED BASE. 13 SAWCUT, REMOVE EXIST PCC CURB AND GUTTER, AND RECONSTRUCT PER SPPWC STD. PLAN 120-2, TYPE A2-8 (MATCH EX. FLOWLINE). SEE PLANS FOR LOCATION. 14 REMOVE EXIST PCC SIDEWALK AND RECONSTRUCT (4" THICK) PER SPPWC STD. PLAN 112-2, AND PER DETAILS SHOWN ON PLANS, SEE SHEET 11. 15 REMOVE EXIST PCC DRIVEWAY AND RECONSTRUCT (6" THICK) PER SPPWC STD. PLAN 110-2, TYPE AND CASE PER PLAN. 0e roG Under Sernce Alert �o iJ of Southern California Call: TOLL FREE 1-800-227-26M or 811 TWO WORKING DAYS BEFORE YOU DIG 16 RECONSTRUCT EXISTING RETAINING CURB (CURB TRANSITION) PER NEW GRADE PVMT ON PLANS, DETERMINED BY CITY ENGINEER. 17 SAWCUT AND REMOVE PORTION OF EXISTING DRIVEWAY APRON/ DEPRESSION AND CONST. NEW 6" THICK PCC OVER EXISTING COMPACTED BASE. 18 REMOVE EXIST AC PAVEMENT SECTION AND CONSTRUCT 4" AC (C2—PG 64-10) OVER COMPACTED BASE. SEE PLAN FOR DETAILS. OR APPROVED EQUAL. 43 ADJUST EXIST WATER/ GAS VALVE CAN, AND COVER TO FINISHED GRADE. 44 ADJUST EXITING SEWER/ STORM DRAIN MANHOLE FRAME AND COVER TO FINISHED GRADE. 46 ADJUST SCE VAULT/ MANHOLE & COVER TO FINISHED GRADE. 47 ADJUST EXISTING FIRE HYDRANT BASE PLATE TO GRADE. 48 ADJUST EXIST WATER METER BOX TO FINISHED GRADE. O SIGNALIZATION ILL CO cn No. 78314 J OF PREPARED BY: A M3 LVA LOU V I W-A _7DIM �111111 Z muy 0 LEGEND COLD MILL EXISTING AC PAVEMENT AND OVERLAY SURFACE COURSE (C2—PG 64-10) vCURB RAMP CASE X, TYPE # ONWARD ENGINEERING 300 S. HARBOR BLVD., ANAHEIM, CA 92805 T: (714) 533-3050 ��11i1:lvd 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED APPROVED 8- s t- 0 0 ow ow + -� n� 0 zw J m = W W <t N CLEAR CREEK CANYON DR. Q CLEAR CREEK CANYON DR. %O GRAPHIC SCALE 40 0 20 40 80 1" = 40' DEPARTMENT OF PUBLIC WORKS C I T Y O F D I A M 0 N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT 9TREET PLAN DIAMOND BAR BLVD IMPROVEMENTS FROM MONTEFINO AVE TO CLEAR CREEK CANYON DR DAVI[-" G"LIUIIP�E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 1 01419 & 23919 DATE: 5/31 /2019 SHEET 13 OF 20 MOUNTAIN LAUREL WAY (RI 2 EA n6l n63 (L=l 15') Ui r 0 -;c Lu 12' 055 1 (13') 62 L=56' + je ZZ= 12 *100 (nO u oUjrLu� 02')rl ccn Lou 02') cy) + 0\ i MOUNTAIN LAUFJEI.. WAY 12' 9 (LANE) 1 EA (BIKE) 1 EA w III (L=189) U) U) 00 co 00 Fn ZZ4 (6 1": c6 LO LO 39 0) co co + 68 U) T12' 12' 14' 5+00 VAR 13' G u+0 �0-- To — 77o(7 8+00 C14 65) (61) (L) 2 EA (AHEAD) 2 EA (60) (SIGNAL) 2 EA pta� E ,11-15),1AMONG, DO62 60 60 602 z "+i LIIj_I w_j III C+1LC+ON L39 w < CO—z 2 04 w n W <m co D O _e C0 4 f Q /_T o 0 4- 12' 14' 0 iS 1`0 z:x_— w -- — — — — — — — — — — — — - (_�_l 4 + 0 0 13' 05 00 — — 12700 9+00 10+00 11+00 — :::::::;::;::::, — j+ IT STA 13+38-38 I CIL INT. 12' 12' — — — — — — — — — — — — — — — — — — — — — — — — — — — 400- U0 - - - - - - - - - - - - - - - - - - - - - - ill 16 5! (L=100') (6 1) (L) 2 EA * r— C) LL- it Uj + iT L0 15+00 0 LLj j 2: U-1 11_ _ — V U.J Uj (or) A O %4 co ci I- C) LO (L) 3 EA @ 90'SPACING 60 60 60 60 MONTEFINO w z y w w w AVE. 9 < 39 W_ y (L=2o,) 21 z w w 63 62 (L) 2 EA (L) 2 EA 61 63 38 (L=150') 9 39 63 :5 C) 68 68 U) U) • 12' 11 C14 Kj 7- 14' ? oc + 12' 13' 13' 13' 13' C) Lr) 13' ij W IV LO 14' 62 14' 14' 14' 14' — — — — — — — — — — — — — — — — — — — — — — — — — — I @�� '0 1 — — — — — — — 16+oo — — — — — — — — — — — — m wII''IJ 621 17+00 12' 1212'13' 1318+00 1 1 00 19+00 24+00- 28- 04 __j 12' 20+00 21+00 22TOO 23+00 Ir 1 — 26+00 27�FOO 12' 0 2, 25+00 Z=�� — � i I r, LAJ I 1 4 X j+ 12' 0 0 C) 12' 12-0 0 0.;*, 22' 12' q @ 12' 12' 0 13' 0 13' L - - - - - -- - - - - - - - I CD 12' 12' 0 0 1 — — — — — — — — — — — — — — — + — — — — — — — — — — — — — — — — — 22' U-) _ 0.— — -i A Cj L0 0 = W C) P 26' 26' 26' 26' — — — — — — — — — — 16' — — — — 16' U) 0 ----------- — Z: 68 w w w III w b 60 (LANE) @ I EA co (R) 2 EA L=260'<�> L=l 15'<�> 70 63 (L) 2 EA L=175'<y> (0 9v <> (BIKE) 1 EA <> QUAIL SUMMIT DR. STRIPING CONSTRUCTION NOTES DIAMOND BAR LVD 1. Under ground SdNce Alert of Southem California ((( Call: TOLL FREE 1-800-227-2600 or 811 TWO WORKING DAYS BEFORE YOU DIG <@> INSTALL PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS (WITH NO.) PER CALTRANS STD. PLANS (A20A - A20D) 60 INSTALL PAVEMENT MARKINGS WORDS "STOP" OR AS SHOWN ON THE PLANS AND PER CALTRANS STANDARD PLANS A24D. 61 INSTALL PAVEMENT MARKINGS ARROW TYPE IV (L) OR (R) PER CALTRANS STD. PLAN A24A 62 INSTALL PAVEMENT MARKINGS 12" WHITE LINE STOP LINE OR CROSSWALK, PER CALTRANS STANDARD PLANS A24E. 63 INSTALL 4" WHITE LANE LINE MARKERS PER CALTRANS STD. PLAN AND DETAIL "D" HEREON 64 INSTALL PAVEMENT MARKINGS SYMBOLS AND NUMBERS, AS SHOWN ON THE PLANS AND PER CALTRANS STANDARD PLANS A24C. 65 INSTALL PAVEMENT MARKINGS 8" WHITE ISLAND/ DIAGONAL LINE AT 25' SPACING (SAME AS EXISTING TRAFFIC STRIPE). 66 INSTALL PAVEMENT MARKINGS ARROW TYPE VI (R) OR (L) LANE DROP PER CALTRANS STD. PLAN A24A 67 INSTALL PAVEMENT MARKINGS ARROW TYPE VII (R) OR (L) PER CALTRANS STD. PLAN A24A 68 INSTALL PAVEMENT MARKING BIKE LANE ARROW PER CALTRANS STD. PLAN A24A 69 INSTALL UDIAMETER TYPE "D" TRAFFIC LOOP 70 INSTALL 6'DIAMETER TYPE "E" TRAFFIC LOOP OP PROTECT IN PLACE @ INSTALL ROADSIDE SIGN PER CALTRANS STD. SPECIFICATIONS AND MUTCD PLANS. DETAILS SHOWN ON PLANS. SO SIGNALIZATION ONE WAY CLEAR (TYPE G) 4" SOLID WHITE ONE WAY CLEAR (TYPE G) DETAIL "D" 50 L.F. SOLID WHITE AT INTERSECTIONS / �L . 's, CD cn No. 78314 CIV"_ OF CX01.9 IXl NOT BLOCK INI�C�I SKAN CODE: R10-7 MIN PANEL: 2,C x 3a' GENERAL NOTES: (1) ALL TRAFFIC STRIPES & PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND PAINTED OVER TYPE "N'(BOTS DOTS) PAVEMENT MARKERS, UNLESS OTHERWISE NOTED. (2) ALL CONFLICTING STRIPING SHALL BE SANDBLASTED. (3) ALL WORK SHALL CONFORM TO THE STD. PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, STATE DEPARTTMENT OF TRANSPORTATION STD. PLANS AND THE CALIFORNIA MANUAL UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). (4) RE -INSTALL BLUE REFLECTIVE FIRE HYDRANT PAVEMENT MARKERS AT ALL THE FIRE HYDRANT LOCATIONS. (5) RE -INSTALL TYPE "H" MARKERS ADJACENT TO EXISTING CURB MEDIAN (DETAIL 26) PER CALTRANS STD. PLANS A20B. (6) CONTRACTOR SHALL RE -INSTALL ALL SAME KIND THE EXISTING TRAFFIC SIGNAL LOOP, STUB OUTS AND INCLUDE INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 P�- 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED I JIL Zaer, APPROVED wme���� DAMD G. KP.E. RCE 44053 DATE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER GRAPHIC SCALE 40 0 20 40 80 1" 40' DEPARTMENT OF PUBLIC WORKS C I T Y 0 F D I A M 0 N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT STRIPING PLAN DIAMOND BAR BLVD IMPROVEMENTS FROM MOUNTAIN LAUREL WAY TO MONTEFINO AVE PROJECT NO. 01419 & 23919 DATE: 5/31/2019 SHEET 14 OF20 MONTEFINO AVE. E w W 'Z" WW Under ground �� Service Alert of Southern California Call: TOLL FREE 1-800-227-26M or 811 TWO WORKING DAYS BEFORE YOU DIG 63 <38> C) 69 "i 12 (L=125') (L) 2EA C:) C) C:) cp 13' (y) + I+ 14' 00 — — — — — — — — — LAJ z 12' Lij Uj j 00 U) 0 2' 29+00 30+00--__,— V) c*4 r 14' 14' C) 62 — — — — A — — — — — — — — -- < Pon 25' 25' (0 71 lmiUij 63 ALLEGmu Dlvft . GRAND AVE. 62 61 60 00 < < < IS) w LLJ W IT ,,—TLJ T., 11 04 z Y 00 g Fn 12 U� 39 (L=105') (2) <38> (L) 2 EA �51) 39 (L) 3 EA 04 61 (L) 2 EA 68 39 cv) @ 135' SPACING IN cv) b + 04 cv) 0) + col co 12 + (0 12 T cw) 1 — _cv) I_LL 13' bw 1 (51 C) 14' — — — — — 0 (D (ill) 0 Uj — — — — — - — — — — — — — — -- — — — — — — — — — — — — — — — — — + 13, 12' 12' 31+00 32+00 11'r4+00 35+00 36+00 =:F8+=0(7 O 12' 5' 04 LAJ 7;r LLJ 12' 14' 14' tL M (12') O (L) 2 EA 25' 62 (L-35') A (L=130') (2) 63 C4 C4 C-3 0-0 co ce) + + N N(KEEP) (CLEAR) co cv) (2 EA) (2 EA) RS (R10-7) (L-37') Vo (12) -1— Uj 62 26' 25' (0 U-1 it V_ N 0 co N 4)9 w w 1 1 — IN 1 DI•011 DA i AA N L L W39 IS) C) N _U 63 C-4 12 0 9 12 70 12 9 63 L6 C14 0 N < t-- 0 co 0) w 68 + w 04 NT qT m qq LA\\ T T T T @ 140 00 Vol z U) LO 11 4) r 62 GRAND AVE. (20') 20' 0 VAR 0 12' VAR 41+00 42+00 (10.) 43+00 c,0 4 44+06 _=_3 45+00 (10.) 12- -4.5' — — — — — — — — — — — — — — 0 — — — — — — — co — — — — — — VAR. IV I w w w (L=105') (2) *r UJI < _r — < U') LU (D (9 W 10 N U) Nu') L 101. 4 9. 12' 12' — — — — — — — — — — — — -- 12'— — — — — 14' VAR. 13' Nor 11' y VAR. 12' 12' 12' �� I ill, T < < 1-14 a w w 00 c%j 0 (L=95') (2) II II W_ 63 63 1 r*- 113 — 00 z �d + + 12 p 12 cl) cf) 38 63 p I + <9> (L) 3 EA @ (L) 2 EA @ 90'SPACING STRIPING CONSTRUCTION NOTES <@> INSTALL PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS (WITH NO.) PER CALTRANS STD. PLANS (A20A - A20D) 60 INSTALL PAVEMENT MARKINGS WORDS "STOP" OR AS SHOWN ON THE PLANS AND PER CALTRANS STANDARD PLANS A24D. 61 INSTALL PAVEMENT MARKINGS ARROW TYPE IV (L) OR (R) PER CALTRANS STD. PLAN A24A @ INSTALL PAVEMENT MARKINGS 12" WHITE LINE STOP LINE OR CROSSWALK, PER CALTRANS STANDARD PLANS A24E. 63 INSTALL 4!'WHITE LANE LINE MARKERS PER CALTRANS STD. PLAN AND DETAIL "D" HEREON 64 INSTALL PAVEMENT MARKINGS SYMBOLS AND NUMBERS, AS SHOWN ON THE PLANS AND PER CALTRANS STANDARD PLANS A24C. @ INSTALL PAVEMENT MARKINGS 8" WHITE ISLAND/ DIAGONAL LINE AT 25' SPACING (SAME AS EXISTING TRAFFIC STRIPE). @ INSTALL PAVEMENT MARKINGS ARROW TYPE VI (R) OR (L) LANE DROP PER CALTRANS STD. PLAN A24A 67 INSTALL PAVEMENT MARKINGS ARROW TYPE VII (R) OR (L) PER CALTRANS STD. PLAN A24A @ INSTALL PAVEMENT MARKING BIKE LANE ARROW PER CALTRANS STD. PLAN A24A 69 INSTALL UDIAMETER TYPE "D" TRAFFIC LOOP 70 INSTALL UDIAMETER TYPE "E" TRAFFIC LOOP OP PROTECT IN PLACE @ INSTALL ROADSIDE SIGN PER CALTRANS STD. SPECIFICATIONS AND MUTCD PLANS. DETAILS SHOWN ON PLANS. SO SIGNALIZATION ONE WAY CLEAR L4" SOLID WHITE ONE WAY CLEAR DETAIL "D" 50 L.F. SOLID WHITE AT INTERSECTIONS ��SSIU'V9S �� c. pr No. 78314 1 CIVI\_ OF Clphk,01 L DO NOT BLOCK IM4EUON SIGN CODE: R10-7 SIGN PANEL: 24� x 3a' > p 439- (L) 2 EA GENERAL NOTES: (1) ALL TRAFFIC STRIPES & PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND PAINTED OVER TYPE "N' (BOTS DOTS) PAVEMENT MARKERS, UNLESS OTHERWISE NOTED. (2) ALL CONFLICTING STRIPING SHALL BE SANDBLASTED. (3) ALL WORK SHALL CONFORM TO THE STD. PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, STATE DEPARTTMENT OF TRANSPORTATION STD. PLANS AND THE CALIFORNIA MANUAL UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). (4) RE -INSTALL BLUE REFLECTIVE FIRE HYDRANT PAVEMENT MARKERS AT ALL THE FIRE HYDRANT LOCATIONS. (5) RE -INSTALL TYPE "H" MARKERS ADJACENT TO EXISTING CURB MEDIAN (DETAIL 26) PER CALTRANS STD. PLANS A20B. (6) CONTRACTOR SHALL RE -INSTALL ALL SAME KIND THE EXISTING TRAFFIC SIGNAL LOOP, STUB OUTS AND INCLUDE INSTALLATION OF BIKE LOOPS FOR DETECTORS AT LIMIT LINE. PREPARED BY: ISUBMITTED ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE F,01*Tff*TTW1, LO (q C) LO 00 "cT co (L=99) PLEAR CREEK 60 0 CANYON DR. w w z y 61) w c\1 12 11 62 (L=81') 13' Dt"! 50+0( 130 2' 11. w co 69 CLEAR CREEK CANYON DR. I'll pe� lio-0 14 GRAPHIC SCALE 40 0 20 40 80 1" = 40' DEPARTMENT OF PUBLIC WORKS C I T Y 0 F D I A M 0 N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT STRIPING PLAN DIAMOND BAR BLVD IMPROVEMENTS FROM MONTEFINO AVE TO APPROVED Avor 4ow—a•ss•nICLEAR CREEK CANYON DR oeno G. LIU, P.E. RCE 44053 DATE PROJECT NO. DATE: IRECTOR OF PUBLIC WORKS/ CITY ENGINEER 1 01419 & 23919 1 5/31/2019 SHEET 15 OF20 SIGN LEGEND: FAS ONLY R3-5(R) R3-1 END ROAD WORK czo-z HNKING ANY TIME G� R28 BIKE 1 LANE IONLYIONLYIONLY CLOSED R3-8b SC11(MOD) ONE WAY R6-1(RT) GENERAL NOTES: LEFT LANE CLOSED AHEAD C20(LT) LEFT LANE MUST TURN JLE R3-7(L) zw, C27(CA) RIGHT LANE MUST TURN RIGHT R3-7(R) 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF: . THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MUTCD), WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), ALL O.S.H.A. REQUIREMENTS. 2. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS . 3. NO WORK SHALL BEGIN BEFORE 9:00 AM OR CONTINUE AFTER 3:00 PM ON ARTERIAL STREETS. 4. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY THE CITY. 5. DURING NON —WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAYS LANES SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE ON THE SAME DAY BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOUR. 6. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS POINT TO ALL ADJACENT PROPERTIES AND FIRE HYDRANTS. 7. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE A 6" AND 4" HIGH INTENSITY REFLECTORIZED SLEEVES. 0 e r°G Under ground Service Alert of Southem California uu�(� Call: TOLL FREE wj 1-800-227-26M or 811 TWO WORKING DAYS BEFORE YOU DIG R3-2 R3-6(R) NO PARKING ANY TIME R28 C24(CA) IGHT LAN CLOSED .AHEAD W20— 5 R9-3a W12-1 /LANE ROAD BIKE LANE CLOSED) (� WORK CLOSED AHEAD AHEAD, C30(CA) W20-1 W4-2(L) C20(MOD) (BIKE) 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 12. THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES DURING CONSTRUCTION. FLAGGER IS REQUIRED TO CONTROL TRAFFIC AND PEDESTRIANS DURING GRINDING AND PAVING OPERATIONS OF INTERSECTIONS I0/k L. sue, J -� CO No. 78314 s civil, �9�F OF CA,\F PREPARED BY: CENTER LANE CLOSED .AHEAD. W9-3 NARROW LANE C12(CA) CALTRANS NOTES: W4-2(R) SIDEWALK CLOSED R9-9 LEGEND: 1. BARRICADES SHALL BE TYPE 1, 11 OR III FOR CLOSURES LASTING PORTABLE DELINEATOR (28" MIN.) ❑1 ALL CONFLICTING OF TEMPORARY STRIPING SHALL BE SANDBLASTED ONE WEEK OR LESS AND TYPE III FOR CLOSURES LASTING MAINTAIN EXISTING STRIPING OF TRAFFIC DURING CONSTRUCTION. LONGER THAN ONE WEEK. W20-1 TEMPORARY CONSTRUCTION SIGN 2 INSTALL 8" SOLID WHITE (PAINT) CHANNELIZING LINE PER DETAIL 38A, (OF TYPE INDICATED) 2. AT LEAST ONE PERSON SHALL BE ASSIGNED TO PROVIDE FULL PER CALTRANS STD. PLAN NO. A20D. TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES, UNLESS o °I ® FLASHING ARROW SIGN (FAS) ❑3 INSTALL PAVEMENT MARKINGS ARROWS PER CALTRANS STANDARD PLAN A24A, OTHERWISE DIRECTED BY THE ENGINEER. ° IN WHITE PAINT (TYPE PER PLANS). 3. AT THE END OF EACH FULL CLOSURE PERIOD ALL LANES WILL BE OPENED TO VEHICULAR, BICYCLE AND PEDESTRIAN TRAFFIC TYPE II BARRICADE WITH SIGN ® INSTALL 4" WHITE (PAINT) LANE LINE AND PAVEMENT MARKERS PER DETAIL 8, IN ACCORDANCE WITH THE TRAFFIC CONTROL PLAN. ALL MOUNTED ON BARRICADE (IF SHOWN) PER CALTRANS STD. PLAN A20A. CONFLICTING TEMPORARY TRAFFIC CONTROLS WILL BE REMOVED ❑5 INSTALL 6" SOLID WHITE (PAINT) BIKE LANE LINE PER DETAIL 39, AND/OR COVERED. CONFLICTING TEMPORARY STRIPING WILL BE TYPE III BARRICADE WITH SIGN PER CALTRANS STD. PLAN NO. A20D. REMOVED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. � MOUNTED ON BARRICADE (IF SHOWN) © INSTALL 4" WHITE (PAINT) LANE LINE EXTENSION THROUGH INTERSECTION 4. TEMPORARY TRAFFIC CONTROLS FOR EACH PHASE SHALL BE PER DETAIL 40, PER CALTRANS STD. PLAN NO. A20D. INSTALLED ONLY WHERE CONSTRUCTION WILL OCCUR DURING A CONSTRUCTION AREA SINGLE CLOSURE AND BE REMOVED AT THE END OF EACH CONSTRUCTION PERIOD. TEMPORARY PAVEMENT MARKING EXISTING PAVEMENT MARKING NOTES TO SHEETS TRAFFIC DIRECTION 1. CONTRACTOR MUST POST NO PARKING SIGNS R(28)CA AT 150' SPACING AT ALL CONSTRUCTION ZONES DURING WORK HOURS $ O SIGNALLIZED INTERSECTION WITH PRIOR CITY APPROVAL. FLAGGER 2. CONTRACTOR SHALL USE FLAGMEN AS REQUIRED. 3. CONTRACTOR SHALL PROVIDE PEDESTRIAN CLOSURES SIGN FOR A PART OF (RECONSTRUCT) PCC SIDEWALK IMPROVEMENTS DURING PHASE CONSTRUCTION AREAS. DEPARTMENT OF PUBLIC WORKS Fc I TY O F D I A M O N D B A R R STATE OF CALIFORNIA ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 P�- ""� 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE STREET REHABILITATION SUBMITTED ,,TRAFFIC CONTROL DIAMOND BAR BLVD IMPROVEMENTS FROM MOUNTAIN LAUREL WAY TO .... MONTEFINO AOVED DAID'G. LIU, P.E. RCE 44053 DATE PROJECT NO. DATE: DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 5/31 /2019 SHEET 16 OF 20 MOUNTAIN I LAUREL WAY W20-1 T G20-2 DBARBL. --- LO ON ONTAGEROAD170* 1 _ --_— c202 __7 W20-1 W20-5(R) — - -- \ — — — — — ram- — — _ — C30(CA) -� C27(CA ( )�-- — 160) W4-2 R • ------ — �-- o co °C + W � > W 0 caZ s W t� Q it QUAIL SUMMIT DR. PHASE 1 CONSTRUCTION: OUTSIDE LANES AREA, PORTIONS OF PCC SIDEWALK IMPROVEMENTS AND DRIVEWAY RECONSTRUCT AT QUAIL SUMMIT DR. INTERSECTION. E r Under 0 °� d ° Servicgroune Alert r fl of Southem Califomia fill �� Call: TOLL FREE V 1-800-227-2600 or 8H TWO WORKING DAYS BEFORE YOU DIG IC20(MOD) (BIKE) TYPE IV (R). 2 EA 31�1--�_ -�C20(MOD) nn> I (BIKE) ONWARD ENGINEERING E�LIN` "� 300 S. HARBOR BLVD., SUITE 814 19, ANAHEIM, CA 92805 - No. 714 T: (714) 533-3050 83 `cl7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE L=120' ` MONTEFINO AVE. A L O D SUBMITTED APPROVED 1 MIT[` Af ^f\k1f`1f]I I/%T/\A1 Anr'A L.1/ 1 /—\ 1 V 1 LJ 1 N L.J "/-11 \ L..J L. V LJ 0 oir- o u- LO J W � Z w Lq IQ N � 0 oIr- LO J -i- N � .ZW J m Lj Q N GRAPHIC SCALE 40 0 20 40 80 1" = 40' DEPARTMENT OF PUBLIC WORKS C I T Y 0 F D I A M O N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT TRAFFIC CONTROL PLAN PHASE DIAMOND BAR BLVD IMPROVEMENTS FROM MOUNTAIN LAUREL WAY TO MONTEFINO AVE DA�%ID G7 LIU, P.E. RCE 44053 DATE PROJECT N0. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 DATE: 5/31 /2019 SHEET 17 OF 20 Alk W20-1 T �I G20-2 �? it 0 o 0'� 41' FAS (LT) 100' PAW o I I SC11(MOD) C20(BIKE) (CA) O —a 0 � � _ p ~ N C30(CA) W_ '� C17(CA) W 00 _'' 33+00 _ 34+00 Z W = C30(CA) V) _ _ C17 CA m O = o + Ln w� �w oZ Q _1 W EV- V) Q L;sUkcR) C27(CA) 35+00 36+00 C30(CA) C27(CA) -- C30(CA) C30(CA) � C17(CA) _ _ - W1 6 LTA C30(CA) -}- _w.l ( ) C27(CA) Lf ) -- --- --- --- --- - - - ___= __ 37_04= -__ __ = _ __ ° 31+00 __ = _ __ __ _= 39+Ofl -__ 40 00 _ 41+00 42+00 43+00 _ _= 44+00 _= - 45+00 d" ""S' - _ S - a _ W J Lij R3-7(R)RA-0 _ _ _ _ _ _C17(CA I— w --j 320' Lj m _ Q Li V) ®+E roG Und"gq�:d r /elw of Southem Colifomia Call: TOLL FREE 1 800-227-26M or 811 TWO WORKING DAYS BEFORE YOU DIG • ' ' 111 1IJWL-V IIV19. f I\V YUJL ! LY%VUL f\ nJ i7LLVLV. - -�_a: D0 -Z> 0 im =+ STEEP CANYON RD. ' 2 (R=' _C304CA 30(CA• 1 W12- L=91; l 6 .-- �C) L - _ ---•------------------ --- --------------------------------- - I) \ SC11(MOD)lr 30'if 00 + C30(CA) 90' b O „ • •' 7171117171A a, y" G20-2 �T11 :C30(CA)', j W12-1 ; 'I *+IVI o N M CLEAR CREEK � CANYON DR. G20-2 7- l/ W21 CLEAR CREEK CANYON DR. I*' sueNN No. 78314 .9TF OF Ch,0F ONWARD ENGINEERING 300 S. HARBOR BLVD., SUITE 814 ANAHEIM, CA 92805 T: (714) 533-3050 7/3/2019 Justin L. Smeets, P.E. R.C.E. No. 78314 DATE tt t C20(LT) PHASE 1 CONSTRUCTION: OUTSIDE LANES AREA, PORTIONS OF PCC SIDEWALK IMPROVEMENTS AND DRIVEWAY RECONSTRUCT AT QUAIL SUMMIT DR. INTERSECTION. SUBMITTED REVIEWED APPROVED DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER MINOR INTERSECTIONS WILL BE LEFT OPE WHILE NOT IN THE AREA PLACE 4 RESTRICTIVE SIGN ON THE SIDE STREETS tt WHEN N WORK IS IN INTERSECTION. GRAPHIC SCALE 0 20 40 DEPARTMENT OF PUBLIC WORKS F D I A M 0 N STATE OF CALIFORNIA J 0 co Z J v STREET REHABILITATION PROJECT TRAFFIC CONTROL PLAN - PHASE 1 BLVD IMPROVEMENTS FROM MONTEFINO AVE CLEAR CREEK CANYON PROJECT NO. 01419 & 23919 5,31/2019 SHEET 18 OF 20 I W20-1 350' 350' MOUNTAIN LAUREL WAY G20-2 0 to LIMITS OF CONSTRUCTION AREA Z 186' SC11 MOD W11-1 W16-1 O oLj_ L=180 5 C30(CA) _ + !tjj C30(CA) r� �, C27(CA) R3-6(L) C17 CA R3-6(L) 0 • • • ( _ _ ==JI T _ __ ___=I __ =I�I I I wI == =_ V) - -- C30(CA) �� - -- C17(CA) 250' _ 270' FAS I J CONTRACTOR TO PHASE INTERSECTION WORK TO ALLOW 60' I / FOR ONE LANE THROUGH TRAFFIC IN ALL DIRECTIONS AT ALL TIMES, AND MAINTAIN PEDESTRIAN TRAFFIC AT DIAMOND BAR BLVD CID � �++ 0 INTERSECTION. PROVIDE FLAGGER AS NEEDED. II I w2o-1 • T 0_1 DIAMOND BAR BLVD w2 MOUNTAIN LAUREL WAY DIRAMONC34 A' TEE: z Z----- ---- ------ - - ---------- -— ------ —— —----------- —_--------- �- - -- - _ O Q C20(MOD) (BIKE) N � ci C�l-- -------------- C27(CA) -------- - —o ------ C17(CA)--------- ----_ ---------- .} . FJ-- C30(CA) ?„Z il C12 CA N __ = C27(CA) G30CA) C30(CA) -- - _ -_ _ - - - __ 0+00 Is.J W O Z 8+00 __ _ _ _ _ _ C17(CA) R6-1(RT)� R3-4 __ _ __ 19+00 8+00 -- - - - ......i _ 10 +00 00 11 _ _ _ ______ ___ __ __ _ ____________ _ 1 _ 1_ L_� 177/7 _ --=-_-__-___-__-___ __ _ _ __ __ __ - 17 _ __ +00 00 _ 12+00 + - - 5+00 16+00LLJ Ll.l ___ __ ___ _ ___ _ ____________________ ---------------------- -___- - - C30(CA) _ __= C27(CA) � - C30(CA) J -�__-_ co - 71111Z C30CA // / // _ // / C30(CA) - — __-- C30 CA C30(CA) - — C17(CA) C30(CA) _--- - -- ----- ------------------- -- - ___ _ -_ -_ - - - _ - - C30(CA) R6-1(RT) --------- -- __---- - R3 ( ) C27(CA) � 7 CA) R3 4 A C27(CA) --� W20-1 DIAMOND BAR — N FRONTAGE ROAD 1 170' / G20-2 \ — r4-- �j� — I- R3 7(L) — — — — �m��� —Y� c�s..... ......... - >� 3�T70 --- --- -- — — W4-2(L) - t - 1 • • • O • MONTEFINO AVE. DIAMOND BAR BLVD T _j_ W20-1 I G20-2 _ 0 �I I _ 0 Z N i to i oILL7 CD \ o -------------------_----------------- -t -- : ------------------------------- - - _------- - - - OOC30(CA) C30(CA) `-----/- C0(CA) ---- --- C30(CA) C30(CA) C30(CA) R-6(LO� '� C17 CA 4— C12 CA R3-6(L)� C17(CA) C12 CA N 0 U-)///I// 4 �W ____ --___ -____ _-__------ --- --__ - _ _-- - _-___ _ __ _ _ ___ _ ___ _ __ __ _ ___ _ ___ _ _ _ _ _ _ _ _ _ ___ -___ -__-. _ -___ _ __ __ __ _-___ __-__ __ __ __ _ _____ _ _ O 21 +00 22+00 0 + 2 = ___- 26+00 27+00 0 - - 31 +00 Uj m z Z 6 -E TC) _ Az 0 �/Zzz /�Zzz = W Q C30(CA) _ C30(CA) R3-6(L) C30(CA) C30(CA) C30(CA) _ W U �----------------- ----- C17(CA) �i C27(CA) C17(CA) \ C17(CA) N C27(CA) Q W= '-------- ---- - ----- - - - - - --- ----- - ------ ------- - ----- - -------------------- ---------------------- - - - - -------------------- - - - ---------- - - - - - ------------------------------ -------- - ------ - N Q- .doo-I R3-6(R) _ 1 GRAPHIC SCALE it CONTRACTOR TO PHASE INTERSEC1ON WORK TO ALLOW \ / 40 0 20 40 80 CONTRACTOR TO PHASE INTERSECTION WORK TO ALLOW • c ° o FOR ONE LANE THROUGH TRAFFIC IN ALL DIRECTIONS • / FOR ONE LANE THROUGH TRAFFIC IN ALL DIRECTIONS ? AT ALL TIMES, AND MAINTAIN PEDESTRIAN TRAFFIC AT -. _ 1" = 40' AT ALL TIMES, AND MAINTAIN PEDESTRIAN TRAFFIC AT y W20-1 INTERSECTION. PROVIDE FLAGGER AS NEEDED. i INTERSECTION. PROVIDE FLAGGER AS NEEDED. QUAIL SUMMIT DR. D Y DEPARTMENT OF PUBLIC WORKS J 0e roG Underround �� Service Alert fl of Southern Colifomia Mill Call: TOLL FREE 1 800-227-2600 or 8H TWO WORKING DAYS BEFORE YOU DIG PHASE 2 CONSTRUCTION: INSIDE LANES AREA " M I DA Z_ YA 1 3 Z a 'F AOL F401 k A L Z11 ILTIA ONWARD ENGINEERING ,FESLIawz 300 S. HARBOR BLVD., SUITE 814 \N %9 ANAHEIM, CA 92805 — No. 78314cn T: (714) 533-3050 CIVIL �`� 7/3/2019 OF CA Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED t`i s • ep C I T Y O F D I A M O N D B A R STATE OF CALIFORNIA STREET REHABILITATION PROJECT TRAFFIC CONTROL PLAN - PHASE 2 DIAMOND BAR BLVD IMPROVEMENTS FROM MOUNTAIN LAUREL WAY TO MONTEFINO AVE DAVIrG. LIU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 DATE: 5/31 /2019 SHEET 19 OF 20 T GRAND AVE. 7 1-W20-1i I G20-2 � � , i •1 I I i l 1 O li rl 1 Mi i; �i LO 150' 350' 0 r� C12(CA) FAS (RT) --------------------R---------------- ----- -- -- --�� �\ - - - - R3-7(L) — — 0 - - - -- - --------------------------------------------------------------------------------- --------------------------------- --------------------------- - ------ - --------------------------------------------------------------------------------------- -- — --- -- --- -- _ < _ � — � - _ - - _ _ _ ------------------------------ C30(CA)- _ - i �- R3-4 Q � C30(CA) � _ R4-7 _ 7 CA C17 CA C27 CA C30(CA) C2 ( ) N") W W - 1 • • C30(CA) Lt) - -____ ___-_ -__-_ --__- - -_-_ __--_ --___ -__-_ ___-_ --___ --___ --__- -_-__ ------------------ + - __ _ __° 0 35+00 36+00 37+ _ _ __ _ - - -_ __ ___ __==3+OtT==== ___ ___ -9+0fl` _ _ 40 00 41 +00 42+00 0 _ 44+00 + _ I �� �� LLj ------------------------------ K ---- -- ----------------------- -------- ---------------------- ------ _ - __ __ ___ ___ -___= _== =___ ___ - ------ ------------- - _ __ _ ___ - --- -- --- - --- -- - - ----- - -- -- " 1 2 _ � • ------------------ ----- • VU _ � R4 7 _ � � W12� 1- - • � � • .J m LLJ ~ C30 CA C30 CA C30(CA) C30(CA) V W C17(CA) Q � C27(CA) � L__60, 2---------------- ----. C27(CA) � C17(CA) � � ------------------------------------->--------------------------------------------- ----- - - - - - - - ----------------------------- --------------- - ----------------------------------- -----_ -- - ta W20-4 C12(CA) \j v R3-7(L) \\,` ,.. // R3-6(L) UJI 30' 220' 250' If �,,` ass Z In s i i MINOR INTERSECTIONS WILL BE LEFT OPE CID WHILE NOT IN THE AREA PLACE °' i,: a RESTRICTIVE SIGN ON THE SIDE STREETS WHEN WORK IS IN INTERSECTION. N , o� o L0 ,_..I 3 M .- 0 ,^ L i t L0 i li it I M G20-2DIAMOND BAR BLVD IT' ; ; ; II CLEAR CREEK 1 W20-1 CANYON DR. GRAND AVE. LIMITS OF CONSTRUCTION AREA T W20-1 o M I, W11-1 W16-1 v Q W20-4 / 0 � , a». �L — — � —ten -------- - - ------------------� ---------------- C30(CA) C30 CA 1 ,, � C30(CA) i to R3-6(L) C17) C27(CA)-------------! -------- R3-4 LO W4 ------------------ - ----- -- ---- --- ---- - 0 WO --- - - i Z ---- -------- --- Q W 7 C30 CA) C30(CA) R3-6(L) "-IC30(CA) �J C274CA C17( ar____________ ______ IC27(CA) WI—-------------(--)------------------------------------------------------Y'---------- --------------------------- r Hu 1 U Q 0e ro Under 3 G j=urt ����� of Southem Colifomia Jill y l Call: TOLL FREE 1-800-227-2600 or 811 TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR TO PHASE INTERSECTION WORK TO ALLOW (; c` FOR ONE LANE THROUGH TRAFFIC IN ALL DIRECTIONS AT ALL TIMES, AND MAINTAIN PEDESTRIAN TRAFFIC AT INTERSECTION. PROVIDE FLAGGER AS NEEDED. I G20-2 T STEEP CANYON RD. W20-1 CLEAR CREEK CANYON DR. 0 N 90' \ FAS 60' 160' I C20(BIKE) (CA) I R3-7(L) - ---F _ - IG20-2 � R3- 320' W4-2(L) 250' W74(CA) 320' X PHASE 2 CONSTRUCTION: QINSIDE LANES AREA M GRAPHIC SCALE 4— W 40 0 20 40 80 .. 1 " = 40' Z .J Om DEPARTMENT OF PUBLIC WORKS Q 0 C I T Y O F D I A M O N D B A R STATE OF CALIFORNIA 12.3 \ 111 - . ONWARD ENGINEERING I041` 300 S. HARBOR BLVD., SUITE 814 61, ANAHEIM, CA 92805 No. 78314 T: (714) 533-3050 � ��qTF CIV I �\Q 7/3/2019 O CA Justin L. Smeets, P.E. R.C.E. No. 78314 DATE SUBMITTED REVIEWED STREET REHABILITATION PROJECT TRAFFIC CONTROL PLAN - PHASE 2 DIAMOND BAR BLVD IMPROVEMENTS FROM MONTEFINO AVE APPROVED a•==- C LEA R DA LIU, P.E. RCE 44053 DATE PROJECT NO. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER 01419 & 23919 CREEK CANYON DATE: 5/31 /2019 SHEET 20 OF 20