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CO. DEPT. OF PW - - - OPERATION SERVICES -- (626) 458-1708 �1 L.A. CO. DEPT. OF PW - � � � SEWER MAINTENANCE -- (626) 458-7117 II�'��� �'''' � �� � � L.A. CO. FIRE DEPT. - __ (909) 598-4290 � ` 9 � \ STATION 119 2 " .,, • `,, �. �;��� �� , L.A. CO. FIRE DEPT. - __ (909) 861-5995 ..., •., ��. "'' STATION 120 �f `� ° L.A. CO. FIRE DEPT. - __ (909) 396-0164 `� STATION 121 / L.A. CO. SHERIFF'S DEPT. -- (909) 595-2264 8 5 POMONA UNIFIED SCHOOL DISTRICT -- (909) 397-4800x3069 ` � WASTE MANAGEMENT -- (800) 266-7551 `� � i � CLEAR CHANNEL OUTDOOR KEVIN KOCIC (213) 305-0045 � , � r . � l LA CO. DEPT. OF PW - MARSSA MORELOS �626� 300-3365 � S H E ET S C H E D U L E � W ROADWAY 7 ���� � CROWN CASTLE DAVID ANTOL (724)416-2180 " ` � ` ; ��oee, SHEET NO. DESCRIPTION � 4 1 TITLE SHEET SC GAS BREA - TRANSMISSION ROSALYN SQUIRES (818)701-4546 � 2 RESIDENTIAL AREA 3 SC GAS - INDUSTRY PETER SERRANO (714)634-5067 �2 3 RESIDENTIAL AREA 3 4 RESIDENTIAL AREA 3 SOUTHERN CALIFORNIA EDISON CINDY VERRENGIA (714) 895-0188 ` 5 RESIDENTIAL AREA 3 SOUTHERN CALIFORNIA EDISON - MIROSLAVA LICON (909) 592-3761 � 6 RESIDENTIAL AREA 3 DISTRIBUTION � � 7 RESIDENTIAL AREA 3 SOUTHERN CALIFORNIA EDISON - RICHARD OROZCO (909) 394-2814 6 8 RESIDENTIAL AREA 3 TRANSMISSION � SOUTHERN CALIFORNIA EDISON - ` 9 RESIDENTIAL AREA 3 TRANSMISSION ERIC LOPEZ (626) 422-9256 __ 10 RESIDENTIAL AREA 3 11 RESIDENTIAL AREA 3 VERIZON - POMONA ARIEL FATALLA (909)469-6333 e 10 WALNUT VALLEY WATER DISTRICT ED CASTANON (909) 595-1268 x267 METROPOLITAN WATER DISTRICT FRANCISCO FLORES (213)217-6679 Q�oF Ess io,� �`���o�N L S� ��� � j � � m w � � m * No. 78314 * ��9 �,�►` �,� CITY OF DIAMOND BAR TF OF CA`\�o� TITLE SHEET REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT ANAHEIM, CA 92805 T: ��,4> 533-3050 REVIEWED DEPARTMENT OF PUBLIC WORKS F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yo�"� " 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 1 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE Justin L. Smeets, P.E. R.C.E. No. DATE GENERAL CONSTRUCTION NOTES: 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT - - - - - - -- - -' - --�_ AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. - -� � ��--- � � ' � � 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND i � ' i \' ��- � i , f x I OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. { � i � 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS I � i / ,` i / 40 x x{`x � i i ` �� � PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. ////� x x i r O � I � � i 40 , O i ' � � x ' 20 X20 2 O O \ I � 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO 41 � 40 ' x*X Xx O O � O I I `� � , REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE i � i ENGINEER OR INSPECTOR. � � � 41 �x x O � i i \ i � � � = x � xx � � i i 43 � / � 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED � A3 �� �x "� x� � � � � � � � i USING THERMOPLASTIC. � � \ x �x O O O O O � � , � i 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. , A � /x ` x� � / I 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES I I I I I , 3 � `x . x � � i I I I I IF {x� � ,' SHALL BE REPLACED IN KIND AS THERMOPLASTIC. �xx � � i i i �x �xx Xx x � � � � \ �� x ' � 43 � � ,� ` �x x x ' �� � 43 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. � O i �xfx * xf � . 41 �� 4o xxf'�,`x�, � � � � ', � � O 43 i i �� x x x xf xxx x 0 � � �� � � �x � - � CONSTRUCTION NOTES: \ � 4� O O x x x x { I � � 41 xx x � O O 0 � i i x�x x , , 6 X16 �' f x, f x � O O O O � � i � - I I I X � x 2 i 1 PROTECT IN PLACE. � � '' � ,� , � x 41 � � O � 4o i il xrt`� x 40 REMOVALS ? \ , x x � � � � O � _ _ - - � x 4 X40 - - - _ - _ � � 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ �/ � � � �� x f � � 2 � � � � , 4�X77� AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW �m � � � ` `� � 0 I X 2 IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG � , � xx'x xl 0 � O � i O � - � - - - - I - - 'xxx 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY 40 , , � x rtx/ O O � i O O - - � - - -� x x�l 43 ENGINEER OR INSPECTOR AT JOB SITE. � I � ' 4o x {xxx � �� � O � � � � xx I 40 � SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ � � A3 � ,/ �f x � / � O� i � � O O O � J I � 43 - - � � x 4'X16' O AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW w�ODVI O O 0 _ _ � _ _ ' 2 FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 41 CT 40 xxxx/ � O i � O O I � %x+x 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE + APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. \\\\\ - - - - - I - - X - - 41 ��fxx ' � � I Ix �� � 4'X8' 2 4 REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC � x x - - I - - O � x O I STANDARD PLAN122-2 GRADE TO DRAIN. A �� � x I I x - 3 \ � x xxxxl� 43 � O � I � �xxxx - _ 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT � x . � I I x 4 X35 RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE - i 2 4'X20' � x � x � � O � � O O - - � i - - ,�x x/ 2 EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 41 � � \ � . �x%,/ 6'X15' 2 O � 0 � � i /I I 43 fx , / � �� � x � i O � I I , f ' , , � 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB {x�. x �,X��, � � 40 g�X � 6'X21' 2 10'X18' 2 � 4'X26' 2 � / x 4X31 2 AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND - - 40 f x 2 4 X55 2 2 0 - - I I I � x { 4'X13' 120-2. MATCH EXISTING. - - � `x 6'X14' 2 40 � � 40 4'X13' 2 I I I i �, � �� � 2 � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB \ - - _ - - _ — X 4X10 \ # I I � x � � 43 O 16'X30' 2 A � ' Q x x -- x x x . � C STD. PLAN NO. 111-4. CASE X , YPE # PER PLAN , * x * � - - / � x � DESIGNATION. 2 . x ° x f � � x x xx xx xx xx x � xf �xxxxx � � x 4'X6' f fx x x x x � x RAVENW OD T xx f � * x f xx� � �xx x xx xf x � x { x xx x x x x x { x � { f � 2 x\x x � x ° �o'X31' � x xx fx + xx{ x f � f f xx xx xx i � { 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�= x��x x x x x x * x x ` xx'�x x \ x � x � xf xx x x ° x ° x ° x ° x � x � x { xx x x f f x x x x � x x� � 40 $' 30' 2 2 X8 x x { 40 41 - 40 0 �x x � � �* � � ADJUSTMENTS � xf �` xx x � x ° x ' f xf , x x x � fxxfx xx x * � * x x ' x x 40 x 40 41 � ` 43 �' —�x • xxx x X x�* �- _ X � 43 �, � �xx��x xx x xx � � xx fx 43 � � � � ' � * X � x { � { � x � 43 8'X1�/' _ _ � � /x x*j �xxf "�J 43 � xx` _ I { %I X x � x x x x pFqC 2 f` � 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. �' ' x ° \ x f `xl 6'X6' - x°{i 8X62 2 x � ,F � � (BY OTHERS) � � F � \ 41 Z � x x 4'X82 - - . � � � x � x _ _ �x ", � ' - �x � �, * �,�x � �x� H�� �� 'x 4'X40' � � 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. - - A � Q x ° � 2 I � ` x x 4'X13 x * � * \ � ''* 2 6 ` x � � x xx 4'X 4' - - xtx x x x * �.�� x Xx x . � rt xx�� � i - - � /xx x X _ {'� { _ � 2 �* "x I � `x � 2 � � = lx x xx X � � `� x `x�X � '� x 8'X20' 2 4 X'�Q� 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. - - � x °x � xxf� - { x ` - - � , � "x � x/ 43 , x `/ � , � � x "{ { x �x t x � � 2 O _ _ \ �x {� \ \ { x° _ _ � ` x I /�x � x � /x' x * �x x x x ` * x x � x � \ 6'X11' 43 P R O T E C T E X I STI N G M A N H OLE A N D C O V E R I N P L A C E. `xx� � 43 , , /� `x � x � � /`x � '/ � , Q\ X / , ,\ x � 2 Z { 8'X 4 4' X x x ` x i , � f x v x x - �� x xl � � 4,X6, � xxx� ` � 2 , * " x xx x x\ i � �, � � , - - �x%{xl \ \ , �� �`X% xx \ � � �xxxxy � �x�'{x � , � � � �� {�{�x� 2 ��� 4o xx`fxxx x �xx {x%x.`�x� w ;� PAVEMENT TREATMENT LEGENDS: � 4� I f ' Q x + x � � � � x \ x � \ x { { x + „ + * + + � ,- Z W x 40 �` x - - v x 43 O l� x �.x 43 � � �fxx/ Xx � \�. x , x �xx �x xxtxx �F � x = w + + + + + + + x ° � � � xf x/ x , x � * � � x x x * � x � , x x v � +++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY \ A3 A � Xx " m ` �, , �C� �'x�x ' xx x 4'X5' 2 xx x 4'X7' 2 + x*/ 43 x x�`1 x Q i' SEAL � 3 , , � 41 EAGLEC ES "� 43 P x ` � v { � {xj 4 3 x xx ' x/*{' x + � � �x xxx° _ \ � � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � _ _ p� xrt �X � �x x , f x x "� � � / �, � �° � � xx x 8'X14' �x �fx +x �� �xx { x x { � 2 C A P E S E A L. { { 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 x� ` ' ` � x x ' 40 /' �x x xx * x� x ' x � � X x 40 x� * x f � `� � � 2 6'X23'� ' WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � xx x � �- � , � � x � 8 X10� ROAD 6'WIDE (20'AT JOINS), 0"-1.5"THICK, AND CONSTRUCT — � x x , x xx x x � � , * � - x f x 4'X8' x f * � 4'X13' � � � � �� 2 'X24'� 40 ' 2 { x 2 x x 43 � � 40 { x 2 � � 1.5" THICK AC OVERLAY. �� ` x { x � 40 � 43 � � 2 4 X19 �� i � i � i i 2 6'X28 x ' 40 �x � � � , x ° x ' � � � � � i i 43 � i i i i x �Xxx _ `� / x {� �� 43 SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND , I 4 X14' 20'X�0' i i � �, � 43 43 � , "x ` �*' � , i `\ \ \ , , � 2O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE � � 2 � i xx� � � �xx � � � � � � � , � I � � � � + � � � x ` + � � � V � � i i i �x , � - _ � � ` �� x � x� � , ` _ _ �� � �' � SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, + x INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL ` � � � GEOGRID SYSTEM AS NEEDED). x '� I V � � x i � - - �x � ,� `� ��43 � 40 � x � � � " x � � � x * x � � a� � � x * x /QO/� � � � x * x *\ l.. /1 �� \ � � + "�v- ���� / A I x x x x � � � 43 f x x x x { x� �C� i i � / � � { `, �/ \ x ' x * x .� \ I � c� x J �* � x { x\ �� � � x �/ x x x � / � ` � \$ �. \ * x % x x x x x � + � + + � + I x x/ \ x \ x � * x + x x� 40 \ + x + + � \ + "� + % f * x * x x x* x x \� /xxx xx r/ x x x N \ x { x � � �x x x � � � 43 �xx`� x � � ` � � 0 \ x * x x � � � � / O� � � � � 43 I 3 � �x x f ` + � � rt � � ` . ` , � � � \ � � rri �x " x � Q ,� �� � � � � w� � 4� � f x � x x x � �� x y� � \ � � \ x x xx x v✓ \ \ � (!l � � �+ \ 4.3 xx+ � \ \� \ (/J � x + x x !'1 � / x x v� \ + x { x „ � � C \ � X /-1 x x O � � x y/ x �\ � x � 2�4'X16' ��x ' � � � � ��� �� � x \ � x {� \x x x /�� x x (' L � { x x� N QRpF ESS/p� � 2 4'X7' { x x�/x { x x 40 I .J � � L . � � \ � x x x/ x x x � S � L � � � 43 x ° xfxX , �,�"�• � � ��x * `� �� � � � '� �� G� v� � j � � \40 � ` x ` x � m � � � � � m � w �. �f � �� , �, * No. 78314 * GRAPHIC SCALE o � � � � � " � 100 0 50 100 200 � � + � x x �/ � J� x x + q�, �'�U��- �C�\� a � " "/ � � \ � x � � � � � � �� \ F �F CA��Fp >» = l00' � �� � � � .� � � \' �, C ITY O F D IAM O N D BAR � , Q � ROADWAY MAINTENANCE PLANS � � � RESIDENTIAL AREA 3 °° REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING � 0 30o s. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT � a ANAHEIM, CA 92805 0 T: ��,4> 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT � F: (714) 808-1270 � �J i CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yo�"� " 78314 3/24/2015 APPROVED PROJECT N0. DATE : .� CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 2 OF 12 SHEETS � CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE / � GENERAL CONSTRUCTION NOTES: 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. CONSTRUCTION NOTES: OPROTECT IN PLACE. REMOVALS 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-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/ i AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW , �� FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL $x x � �— - _ T 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE 6'X22' � x \ � � � i I \ ' APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. i 2 � �x �f x� � � � � i � � , 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC 40 'x+ 10'X17' 2 i i STANDARD PLAN122-2 GRADE TO DRAIN. x \ \ �$`x ` i 4'X10' 2 I I i i i i � �i �i �i i4'X16' li � � � � � 5 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT ` \ � � i4'X34' 2 ' � � � 2 � O RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE � � 2 g�X g g� `x $� 'X 1 6' 2 43 43 4' 5 0' 2 43 (�UAI RUN D 4'X 1 6 2 4 3 4 3 4'X 2 5' � 2 , E A C H L O C A T I O N'S R O O T P R U N I N G P R I O R T O C U T T I N G R O O T S Y S T E M. � ` � ' -�— — T . 4'X46' 2 � _ _ --� x x �x�$ 'f� � " � � �. � �x °x � ' x + ` � 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB rt , f f f � � ° � � * � x � x x* { $ x �- + � i x -� -� i x �� + x� x * x * X x t + + + + x + x � x � x ' x f t + + + x + � + + ` x ' x ` x / 2 8'X113' x { ` $ $ + �- ' =* `_x { ` $ $ � + + � * x * ' � ` $ $ � � � � � � ' � ` ` x x $ $ = � x � � ' � ° ' ° ` * ` $ -=x ��-� �— ' � $ $ � � � - - AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND + x f � � "�= . � _�x�f f f � � " � , � , f x f f , � �x � x , $ xy*$ x *_f+ f f � ��_� � * •— �—� r x� , \ 120-2. MATCH EXISTING. + + � x x * � �x x=x t + + + * + x �_ .,-� x�- � �*. +- �� / � I � * x x X�< _ x 43 ` � x � 4'X23' 4'X4 ' 2 4�X8� � ' +� x {� ` , ' � � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB 4 x % � i 40 i 4' 38' 2 4'X51' 2 4'X53' 2 40 2 2 ��f ' �f� 43 � � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN � � x T\ � 4'X14' i 4'X23' i i i i i � i x `$ x `� 40 I I ' � DESIGNATION. � X �� I I i 2 i i i i i i i � � i i i i i i � 40 \ . $ � , 2 4'X27' � `� �� � i i i i i i �_ �x x + � � � 43 `� f � � � �f f � � 4�x�o� ADJUSTMENTS x G , � �x � x � � . xx ��$ 2 x � � x `/ �� ` ` � _� „-� � \ y � � ` ,/ �� x x x . x � x � x � xx�� 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. 2 4'X26' '� x� � ` �xx �x/ � `+; x �f x`� x $x=$x � $ � x `+ �� 43 (BY OTHERS) x N + x ./ ' -x + + \ x i i i i i i i 2 4'X7' i i i i i i i i i 43� �xx $ '/ ' f ` 'f 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. �� ` ' � i +� x � * \ Q � I I I I I I I I I I I I I I I I �x ` x '/ � � �' x x x \ x {� 40 43 43 4'X30' 2 4'X 6' 2 4'X32' 2 40 43 43 40 � +f �� � i i 40 �$� ��� 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. HIGH COUNTRY DR x $x'� $xx� �� / ' � ; , �`x � `x 43 f 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. � �/ , � � , � �� 2 8�X20�� + -- � ix + x f I x � x f � %, �-- x f f f �x . � . � f f x : : - �-f�- �� x �—. �- f f � x x � � f f � f f x x x x :x x x � .x � � � , � x , xf f f � � � . , � , , f f � � ` � � � x � X , x , x . fx, * x x . � , � \ � � + + x " x x x x x $ + + * $ x x x + ` + � x ` ' x " x " + + ` + ` + � + � x ' x `�� " x $ I I � �x x '\ x *%+ xx { $ x $ x + x + xx * x * x * X + x { $ $ + + + $ $ $ � + *` *$ � � ` ` � � � ` � � ` ` , . � x �� PAVEMENTTREATMENTLEGENDS: 4O x x $ + + + x x � �_$ _�rYx-x, + x + � x-�' f h.,�� �� � � + ` x + ` +=+ x ,,�, `x + `x + x x x� �$ x � I � � / � � � � _— y x ' � — � x i � 2 8'X18' x " x $ 4,X , - � - - - - - 2 4'X48' - - - - * - - - � x � \x . � � ' � x*\ 2 'X86' 4'X23' 43 � x � 43 40 � $ X�� + � MATCHLINE 2 ' 2 ' $ �I x +x x\ �� / x X S E A L ABAT , RACK SEAL/FIL , ND APPLY TYPE II SLURRY Z � ' x+ x f+ x * 43 +++++++++++++ WEED E C L A i � i I �$°x C � SEE SHEET 2 � i � 2 4'X3�' 2 4'X11' _ � i J $ \ � ' i $ � � f ' f ' J � � `� C _ _ � i �� � �� i 4'X12'i 2 �`x �� ��� � � �� 4'X 4' 4'X15' 40 ` Xx O � � ` xx � xx \� , , x $ x � � � � W E E D A B A T E, C R A C K S E A L/F I L L (A S A P P L I E S)A N D A P P L Y 2 � 2 f � x Z p ' $ x� , � x � x\ <� ' � � � � CAPE SEAL. i � � f _ / ` . �� � Q f ", f �fx f � $ , f � � � ' , � `� Z ' � $x* *xx � 2 4'X22' �x f �x x\ 40 WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL ' - � _ _ �/ � �x. �{'\ 4'X3' 2 \� I `,�� ,+ " i +fxx �fxx � ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT x I_ \ / W x + + 4'X$' \ �� x � x 2 � �x . � �� 1.5" THICK AC OVERLAY. � x "f x '$ _ _ ' � �. 43 - ' 43 $�x � 4'X5' 40 2 4'X22' i / SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND � x 2 � 43 , , 40 , �O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE � 4'X10' 2 , ' I � � 40 4'X3' � � ' � � ' � � SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, � 2 � i � ' � INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL i � � � / I GEOGRID SYSTEM AS NEEDED). � - - , � , � � / ' i � � � I Q�OFESS/p ���0 \� L . ��F� � � F � � � m * � No. 78314 � * GRAPHIC SCALE 100 0 50 100 200 `P CIVI� ��� �9TF OF �A��F�� 1" = 100' CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 3 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE GENERAL CONSTRUCTION NOTES: 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE ENGINEER OR INSPECTOR. 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED USING THERMOPLASTIC. 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES SHALL BE REPLACED IN KIND AS THERMOPLASTIC. 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. -- -- -- - -- --- CONSTRUCTION NOTES: � � � i � i i � � � ' ,' �`� ��� �� � / i x O PROTECT IN PLACE. ` � i i i i � � � � 43 � / � x REMOVALS �� � �� �, i � i i �i �i ' ` x � "x�� � � ' � / A � �x f \ � � $ * `x � � 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ � � � / � �x rt ����� , �� AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW / ` ' ' � � . IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2 AC (B2-PG � � �� � + '� 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY � � / / ' xx x ` � ' ENGINEER OR INSPECTOR AT JOB SITE. ' � ,�'x " "f f� 43 � 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ / � / � � f $ x `� � � ' AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW ' � � ` ` �/ FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL , \ I � � � �x.� � 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE \ � / \ f � x f APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. � � x f � � � ` `. ` 'x x� ` 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC � O� � � / � /� `x j � STANDARD PLAN122-2 GRADE TO DRAIN. ,' � � , � � � � � ` � � 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT / � ��P � � / � 40 . Xxxx x� _ - RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE ,' � OP� \ ` � `x j 43 EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. � � , � , � x `� ` /, � ', � � / � x , �� 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB � � � � ' ' � ` /'�{ `x x � AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND � � � �� ` � /',xx $ $� � 120-2. MATCH EXISTING. \ � � _ _ - - - ` � � � � G��c�'C�-�N� /,!�*�*�j`� \ � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB RAMP PER SPPWC STD. PLAN NO. 111-4. CASE X , TYPE # PER PLAN � /x * � `� � / ` � �'; � �x . � � � ` DESIGNATION. � � � � i � , /x � + x � � + � `o � ' `� � 43 ADJUSTMENTS x * � � ` ' � � '�� f f x% 4� �� �� � , � � �� ' �� ��JO� � �f x �%, - 4'X10' � , , ,A ' � /rt � f %� 2 � � 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. i i � � � f � rt ,� � � � � � ,'�d , i � , x � � - - (BY OTHERS) � , o� / , � / � �,� �� �x x � � 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. x �J' � � � � + � x�� A � ' � 9� � O � ' 40 �x { $ 43 � 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. O x + / � � � / � �� � x � / \ �'qf�� � ' C�� / 40 � ` � 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. � * x / < / � + < yA , , , , 43 xx ` {$ _ _ � � � �� PAVEMENT TREATMENT LEGENDS: � � � �x 4'X1 - i ' i � x $ / ��x / � , 2 _ i - � � � �� , x� � 4 3 �� � � ' ' , � + + + + + + + ' � x ` x x ` � � �f • 'x� ' � i i , +++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY � � � x xX ` � � � � � �x x x x x � , � '� �� � � i i � � SEAL � ' /xxxxxx x `� �`xXx�x \x �, � `, � s i � i i � � x x X X % x x % 43 � • `f f / \f `x x 'x f $ �� �R�pGE P � � 43 � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � x x x X � � � � � x � � x �� � '� .� ���NT D 43 �f� _ ` � � x x x � I �� x * ./ / �x "� x ' + $xxx x x $ x x - ��,�x R 43 �+t $ x xx _ _ � 40 _ _ CAPE SEAL. x �x x x , �x x % x � , / � ` x �� , �x �� � �� � x ` x "�` �- � ,� X f x x x. $$`x x ` x $� x ` 40 i WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL �' x " X � '�" { +f `� � 43 - - �`X�f $ ` ` � � � x xx � � � °x' ' �f { ` x x f ` x � ' ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT �� � / � 40 x�fXx `xx `� � � 43 T ' - � — ` { X �l $��,+� °,x� 1.5" THICK AC OVERLAY. � x x / � I x � „ x 43 � � , x � � xx � 40 � � , ' � x , ��/ `� � i � � 43 43 43 � ` ' 2 SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND 40 i � � + ` 40 O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE � x x i 43 - - i i � �� � � � � x x x 43 x i / A � x x � � � ` �x " � ' SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, x x ' � � � � ` � � � / 3 x ` 43 � � � � i 2 4X8' \x x .* � , , INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL � i � � x , x� , � GEOGRID SYSTEM AS NEEDED). � xx J � � �� rt " f i � '/ 43 \ ��O / / x I / � x x - - - - * x �� �� / x i ' � 43 � $ � T , / IxXX % 40 / x I $ x \ + ` �,(� � / � x ,� / � \ " X 40 i � � �x xxx. $ � 4'X28' n � � / x + G I � + x � 2 4'X70' �. ` `� f� 4'X�' 2 / X\{f f ��� \ �� x x 43 � / i / 43 x x x / � x x � �� \ 4'X27' 2 � � � i � � A`��f �,�x �� x % X � 43 / � � x 43 43 x � +� , � � x % x ' ' ' . % x %� � � � �x f * x� 10 2 43 i / / �\+ x �x x x x \ I � 43 µ x � � \x x � 4� x f \ � x x \ X x x %� / x + x\ / � xx X % 40 I � � ' � � x X� �\ i �Xxx % xx % x\ � \a� �$ x�� �� �� � x �x " , x x x�� 43 43 �� x x�� �:. � x x x 43 `� � � < x x xxx x � � x � �xxx� _ _ ✓ � , � x�x x x x x x x � __ _ _ S D I A M O N D C A NYON R 4 3 � x�x " x �� �x I � �� `�� � xxx � xxxx " � „�x� x—x— - - _ - � xx „ xxx�, 43 O°� "x � � �x�x � x�% � x�% x X X xX xx X X % X X X-%- X % X_X—% � X� X % X X X� � 43 �x�� �- _ _ _u —_ — � x�x � x x � �x�v :i �►v N C'11T(�FF RD Q�pFESS/p� BRE p r� n �'�� \� � . S ��`� ��� �� c � � m * � No. 78314 � * GRAPHIC SCALE 100 0 50 100 200 `P CIVI� ��� �9TF OF �A��F�� 1" = 100' CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 4 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE \ � , � 41 \ - - - - GENERAL CONSTRUCTION NOTES: o � _ _ - - �" ` \ ,' - - - ��� ,' ` � - - / 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT GJ'� / i� _ _ - - _ _ / 43 � AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. 40 +� � � � � _ ' _ _ + ' + � � 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND � ,' � �\+� ' + � � OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. �� � J � � 10'X38' 2 -9� _ _ 2 6'X33' � \+ �+� i , 40 GP � ° �C� / _ _ i i � � � � ' 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS �P p, .\ �\ 10 X17 � , , / �0� , i i ` � 41 � �� + OHAN CT 41 PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. , , + �� � � �10'X22' ' i i 40 i +++� 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO � 2 ' � ' � i \ � / + REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE .�'��� �� �� 43 41 � ' i � � i i i ,' 4�- +` ,� � + ENGINEER OR INSPECTOR. \ O � , , - - 43 �`+" 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED ��� C27 2 � � i i i � +,�� � USING THERMOPLASTIC. ���0 �� � 40 � - - � � i i - - - - � - - 2 6'X17' � +��+ 40 i ` 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. � U � + O,� �\ �\ \ A3 , I I Q p � I - - ` ' _ _ _ 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES ' � � A I i i i i i i � � ++ _ SHALL BE REPLACED IN KIND AS THERMOPLASTIC. � � \� � 3 40 i 41 Q / 40 - � +I - - � 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. y � � 41 A3 � A - - _ � � i i i ,/ � - - � - - - - 3 + - - � I • , ,, 40 Fq<< ; 2 ,o'X152� +�� , I CONSTRUCTION NOTES. � �`� /� /� /T ��F/ A + A ' � I / , 43 -��--���'�1�_�%�i��__%'i��1�/__���'���1/__���'����_1!�������_�i��� E�� D 3 �I 3 40 � � � i O PROTECT IN PLACE. � / � R , _� � 41 � 41 � � REMOVALS / - - + + , - - - - - - - - - - - + � � , � � - - - � , � � � � � � � � � � 40 - z � / � i i i i i i i i i -� �� � 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ � � �� /� = w AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW � , i i i i i i i i i i i i 41 i _ _ `�� _1�!�i�� U m �� 1'L/ L�/_�i��i� � � I - - - - - - _ _ _ - _ - f- � IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2 AC (B2-PG _ _ � I I 40 41 _ _ _ - � � 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY _ ' � - 4� ENGINEER OR INSPECTOR AT JOB SITE. - i i i i i i i i i i - _ _ � � � � � ' ' � ' � _ � - - 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 (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC STANDARD PLAN122-2 GRADE TO DRAIN. 57 FREEWAY 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND 120-2. MATCH EXISTING. � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN DESIGNATION. ADJUSTMENTS 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. (BY OTHERS) E MATCH�"�N 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. SEE Pg�vE - 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. �1 � i 1 i 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. �� � i ' i i 40 �I I PAVEMENT TREATMENT LEGENDS: � � � , , � � � +++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY - + + + + + + + SEAL \ - - - - - - - - - - - - - - - - - - - - - � � , � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � i i i i � � i i i i i i i i i i i 40 i i i i i � , � � CAPE SEAL. � � i i i i i i i i i i i i i i i i i i i i i � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � � 43 43 � i ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT " � I 43 i i i i i 43 i i i i i i i i i i i i i i i i 43 � �i ' 1.5" THICK AC OVERLAY. i i i i i i i i i i i i i i i i i i 40 43 i i 41 � � � �IGG� LN � 40 � � � � � � 2 SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE / / / // // // // //� // / /� // // /� // // /� � // //� � //�/� � // /���/ /// /� /// �� // / / / //� // /� / / /� / / /�, / /� // /� �/ / 1�/ ����� ���/LL �/ " . �� ����/ / �/ � �/���� / �/ i �� , 41 , �� � 3 SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, / /— — — — - - � � — — — — O �� / � - - - - - - - - - - - - - - - - - - i INSTALL 6 AC ON COMPACTED NATIVE/BASE (INSTALL � � � � � � A3 � � � A I GEOGRID SYSTEM AS NEEDED). 41 � i 43 40 43 43 i i i i // � 3 i i 40 i i i 8 � J 43 i 7J 40 i i i i i i i i 43 i li / / i i i i fn \ i i i i i i i i i 43 , � � i i m I , �, � �Z � i i i i i i 43 , � i i i y� � i i i i i i , w i i - - - - - - - - - - - - - - - - / ~ - - 41 - � _ - - - � i i i i i / � (A 41 i i i i � � � i i i i i i i i � � � � �i 40 i � i i i i i � � 40 � i i i � / // _ _ _ _ i � 40 � ' ' 43 43 40 //� /� i 40 - - �- - - � - - �- - - - � i - - �- - - - - - - - - - - - - - - - � i� � 40 � �� ,�/ / ��/ �/ �/ �� i�/ �/ // i�/ �/ // �/ �// �/ �/.�/ ��/ �/ �/ ��/ �/ �/ / i� �/ �/ .�/ �/ // �/,�/ /// �/ �� ,�/ �/ �� ,� � / ��/ ��/ 43 � , i � � _ � i � - - - - - - - - - - - , � � 40 ' SILVER CL UD DR i i i i i i i i i 43 i i i i i i i �i � 41 i 43 i i i i 43 i i i i i i i i i i i � � ' 41 � i i i i i i i i i i i i i i i 40 '� i i � � � � � � � � � � � � � - - � - - � - - - - � - - � - - - - � - - � - - � - - � - - � - - � Q�OFESS/p� \ ����0 \� L . S���c � � � � � �� m \ * � No. 78314 � * GRAPHIC SCALE � 100 0 50 100 200 � � `��' CIVI� ��� � \ qTF pF �A`�F�� 1" = 100' \ , \ CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 5 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE GENERAL CONSTRUCTION NOTES: 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT � AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. `� \ \ � � � 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND \ � � � BREA CANYON RD OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. � � - ---- - - - \ � -- ---J--------------- BREA CANYON RD 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS \ `' \ � 8'X10' 3 5 40 / � � � PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. � � � + + + � - - - - - - - - - - - - + + + +� 10'X10� � - - - - - - - - - - � + + � 3 O , , i � � - - � � 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO - ' 43 � � , i � � � i 0 1+�+�� i REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE \ � 20'X17' 2 / � \ � � � i i ENGINEER OR INSPECTOR. 43 � \ I W H \ i i i i i i i i i i i i i i i i i i i w Z � � i i �� � � I J J �i �� i i i i i i i i i i i i i i i i i i i a 0 'i ++++I i I � � 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED � � \ � i p z + + I � USING THERMOPLASTIC. � � � � \ A � � A i 4'X5 ' 4'X85' 4'X52 4'X9' 6'X73' 20'X13' 6' 113' V Q + � � g m � 6 2 2 2 2 40 2 40 43 2 2 �+++� �4'X11' � 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. 43 � � � � ASTLE ROCK D U + + 2 , + + + � ,� � � � � � � ++++++ ' � � 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES � �� �� \\ �\ � \ � \ \ � �� \ \ � � \\ �\ � � \ '� �\ \ � � \\ �\ �� � \ � � �� \ � � \ �\��� \ � � \ � �� � � � � + ++ � +� � + + + + �\ \ 43 , / SHALL BE REPLACED IN KIND AS THERMOPLASTIC. � � . � . � � � �\ � � \���� . \� \ \ \�� � � � � � �+�++� �+}�+++�+� � � � + � ++ �� � ++_+� �� \� � i \ \ - - �\ \�` \ , \ � } � 40 � � \ 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. - - - - - - - - - - - - - � � , 4'X16' 43 6'X1 7' - - 43 6'X46 2 0'X14' \� � 2 6'X33' - - - 20'X96' � i \\ ` � � � � ■ \ , 2 2o�X25� 43 2 2 2 � 43 2 40 43 , , �� � , � CONSTRUCTION NOTES. 20'X16' \ � � � � , �� � � � � � � � � � � � � � � � 2 � i � � i � � � � � i \ � \ � � 43 1 PROTECT IN PLACE. , i i i i i i i i i i i i i i i i \ i i i i i i I I , � \ O � � . , � � I � ��` REMOVALS , I� � 12 X55 3 5 � i ' / � �� \ - �� - - - - - - - - � ,� / � � ���� \ � LL2" EX - - - - - - - - - - - - - - - - - - - - - - - - - 2O SAWCUT/COLD MI ISTING AC PAVEMENT AND REMOVE EXISTING AC/ \ �� � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW � � � / IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - � , ,� 0'X105' 41 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY � \I � � � 2 � 2 � � ENGINEER OR INSPECTOR AT JOB SITE. I \ i i i i i � � \ i i i 4'X7'i 2 � 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ , i i i i i i i i i i i � i i , , i AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW i i i i i i i i i i i 4p \� � � 43 i 4'X17' 2 4'X11 2 I 4 X2$ 2 � / - - - - � - _ _ _ FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL i i i i 4 X27 2 / , 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE 40 A6 � q6 4'X19' 2 4'X22' 2 8' 8' 2 i 40 4'X30' 2 APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ � _ C �0 � 4' 40' 2 � i 4'X80' - - 4 REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC � \ � \�\ ��\ � \�\ �� \ \ � \ � � � � '+ +++ � � + + + '' ' + +��� + + + ++++ + ++ � KE� CRE � 20'X39' 20'X17' ' 2 O STANDARD PLAN122-2 GRADE TO DRAIN. �� �, \ \\�\� \� � �,�`_\\�\1� \�\� �, \� � �� � \��� �. \� ���\ � � + � � + + + + + � + + + + + + � � EK pR 2 2 � 6�x3o� 2 + + � � � + + + + + � + + + + + � + + \ � � + + +�� + + ' + + � -� � � + + F + 4'X7' PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT _ � � + + i 5 - - - - - - - - - - - - - - - �� �� - - - - - - - � � + + +++�`�� ,� � � I 4'X20� 2 RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE 43 A A 4'X16' 10'X26' , EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 43 6 \ 6 2 2 4'X28' 2 \+������+�+ 40 i 4'X20' 2 � i � � + + + i � i i i i i i � i 20'X32' i4'X29' i 4�X 5' 2 i 40 �++ +++ + �/ gO REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB i i i i i i i i i i i � i 2 i 2 i 4X23 2 � � �,',+ ++ � � ��++� 40 AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND i � i 43 / � 43 + + � + + ` ` ` + + + � � + + + 43 i 120-2. MATCH EXISTING. I � 12'X 6' 2 � � + + + . . + + � � + + . � \ �\ 4'X19' 2 q + �, �+'+ + � � + + + i REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB - - - - - - - - � � , , \ 6 q �+++++ _ _ � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN \ \ ' 6 20 28 2 43 + + � DESIGNATION. 43 4'X26' � 2 ' 4 43 �++++I 6'X25' 2 I �� � �2�x�2� 2 � ' _ _ � ' - - +++ ' s�x4o� ADJUSTMENTS � _ + + 2 � � 10'X39' 40 ADJUST EXISTING WATER &GASVALVE CAN AND COVER TO FINISHED GRADE. - � / \ ��\ C� / 2 + 40 i (BY OTHERS) � � �Q / � , - - _ _ I + . 4'X24' 2 41 , �\\ ,AG , / O ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. \ \ `� �Q / ,' 41 �++ 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. �, � \ V 'Q � � _ + � \\ \� 12'X41' / � "n - - �,',*� 43 _ 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. , � �� \ 2 - - r + + _ _ � � � � ' � � i� �+++ ,, ,/ 43 , ` � � � , , / � � - - ++++ PAVEMENT TREATMENT LEGENDS: � � � � A � 4X30� 2 � � _ - �+ +� _ - - � 43 \ � � �p ' '+++ +++++++++++++ WEED ABATE, CRACK SEAUFILL, AND APPLY TYPE II SLURRY ,' � �� �� �� 4'X17' 2 � �70 _ � �+++� 6'X40' 2 + + + + + + + SEAL / � qp � 43 + — _ - - � � � � WEED ABATE, CRACK SEAUFILL (AS APPLIES)AND APPLY i � � � � � - - � - - � � CAPE SEAL. �',,� � �� ' 43 20'X62' 2 ' � _ _ ++++ 4'X28' 2 ' / , � I I WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � 43 \ + + - - - - - ROAD 6' WIDE (20'AT JOINS), 0"-1.5"THICK, AND CONSTRUCT � � � A - - _ _ + + , , � I++++ 1.5" THICK AC OVERLAY. � / + + � \ � 10'X75' , \ � 41 � � , 2 4'X30' r+ + 2 SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND _ -� � � _ \� � _ _ - - ; , �+ +� - - O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE / � - � I� � ' 40 2 8 X� /� +/ 40 � \ � i � � SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, �I 20'X15' � 40 � + � ,� O INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL 2 � + + � � � , ' � +++ � / GEOGRID SYSTEM AS NEEDED). � � � � 43 \ i � 43 ' A i � � � + Sq � � 2 6'X20' \\ 4'X30 2 - - � , � 2 4'X21' � + + � �/� � �� �� � + + \ � � ` ` ��j � . / , , � i �� \ � /` �/ � , \ � /�+`+ � ' � , � 43 � + + � ���' 6'X32' 2� � , , ++++ � � ;�� +++� 4'X32' 2 41 6'X27' 2 � + ' � � M � I+ + SFF SH y<ii�F 4'X44' 2 \ - ' + + - - � , 43 '+ FFT�0 43 � ' ' � 4'X75 - ' / + , 2 � - - . � � - - 2 4'X10' + � � + � � + + � \ � +++�+ \ / i + + � / / 43 � � � ' i / ' + +�\ � 4'X28' 2 i , \ � �� � � + � ' ' + 4'X143' 2 �+ + / � + + + + + � + + � + +� / + + � . � � \ �� 43 �++ �� �� �v o , � �� � � \ ���5�� i ��� � � Q�OFESS/p� ����0\� L S� ��� � j � � m * � No. 78314 � * GRAPHIC SCALE 100 0 50 100 200 `P CIVI� ��� �9TF OF �A��F�� 1" = 100' CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 6 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE GENERAL CONSTRUCTION NOTES: 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS w � PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. � z w 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO v = REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE �� ��+ � — � ENGINEER OR INSPECTOR. - - + � + - - - - - - - - - - - - - - � ���++� - - � w - - - - - - - - - - - - - `� - - � � , 43 +���+ 40 �- � \+�� + �� 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED � , � � i ' �� 43 � USING THERMOPLASTIC. 41 i \ / � �+ ++� 4'X15' 2 � � ���� 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. � � - - i + � � � � 4'X14' � ' 4'X16' 2 z + �1 * + � 40 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES � 2 i i + 6'X25' 2 i i i +�+� i SHALL BE REPLACED IN KIND AS THERMOPLASTIC. � + + 40 � a i � +I , � , � � E+ � ' 40 � / �+++�+� � � + i $,X29, 2 i �+�� 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. 4 X7 � J � � � + 4X10 a , , ' � + 2 ° � - - ���++I � , CONSTRUCTION NOTES: �� � , + + � (`� + i � i i i 2 + � + � + Z I 8'X11' 2 ' U +I � � � +���� � O PROTECT IN PLACE. I \ � 43 � I — _ _ � + � � _ _ � � �� _ _ m 40 � � ���� - - + �� 12'X196' i +++� + + � ` + + � Q" +/ � 2 � � � + � � + � ++ � + � �4x9 2 �, +++ � REM VAL � �+� + + ��++ � + + + + + + + / 1 I I 40 � + + +�++ ,L� � + 10'X32, 2 _ _ i i i �� � I � + � � + � � � + + � + + � � + � + 4'X17, i � � + i i , + � � � �- �=+ �+��+ � � � + � 2 / + + 2 AW UT LD MILL 2" EXI TIN A PAVEMENT AND REM VE EXI TIN A - � _ _ � � +++++++� + �\ ` + + AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW / 43 - _ � ++�+�+ VO � 4'X18' 2 �� + - - - - - - - - - - � �+++ I , , � + + � � + 4'X18' � IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG 40 + �� /� � � � ' 43 + � + � 2 i � 4 X31 2 i 64-10 . LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY � i 4'X20' � ++ +�� + 4'X23' � + � , � i 43 \ � il I i +� + i i ENGINEER OR INSPECTOR AT JOB SITE. 2 i 4' 144' + � + 2 �+++ 6'X63' � �� \ � � �� 4'X26' 2 � � + + � , 2 ' � I+ � 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6 OF EXISTING AC/ 2 � 40 � ���*++++�� '40 � ' � � � - � � � - - �- - - � � � � - - � - - � f���+1 - - � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW 6 X22 2 �/' \ � � 43 FULL DEPTH IMPROVEMENT PER PLANS HAUL AWAY AND DISPOSE. INSTALL 43 � � 40 � + � i i i i 43 i � i i i � + i � \ \ � + + j 6'X11�' 2 � � i i 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE + � + + � i i i i i +++ i 2 4' 20' � � �+ � + Z 41 z ++ � APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. + � � � �+ + � �++ `+++��+� � 40 � - - � - - � - - � � �• � - - � - - � ++++ - - � O 4 REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC � , +�+++�+�+� � + �'X14' i V i i i w i � i i i ++ + i i STANDARD PLAN122-2 GRADE TO DRAIN. ' � ' 43 +� ++� +++ 2 i �i i i �i � �, i i i ��++ i 4'X101' 2 i + + , , 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT \ , 43 + +++�+ 4X17 2 � � - - � � - - � - - � \\� � - - � - - � ++� � - - � EACHO LOCATION'OSNROOT PRUONING PRIOR TO CUTOTING R OT SYSTEM OVE + + + 4'X59' � � + � 2 43 1� / 4� + + + + I I I I I � I I I ++��� I I � � � + � 4'X72' i i i i i A i i � � � 4'X48' i , � , � + + +� 2 � I���� 2 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB � ` / � � � � + � � _ _ _ _ _ _ � _ _ _ _ � + - - AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND 40 � `LO'X36' + + + / 2 � � + � 2 4'X31' 2 4'X7' 2 4'X40' 4'X20' ��,X� , � 4'X61' 2 + + /� �1 � 6X21 � + + 120-2. MATCH EXISTING. + . + � � � � + � � , + + + + � � ' �7++�� 40 � � 2 ' ' 40 � 2 5 � � 2 ' � � � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB , � \ , +++,+,+ � � ' � � � +� 43 2 6 X8 2 6'X38' 40 43 40 2 4 X 0 � \ � 6'X39' +++� 40 ' # �� �� �� �� � � �� `� �+��' -� ++� 0'X118' 2 / � , � ,� ��+�+��� � � CASTLE ROCK RD � � �++++ RAMP PER SPPWC STD. PLAN NO. 111-4. CASE X , TYPE # PER PLAN � � /+ � � � � � + + � � — - - - - - - -_ - - - - _ - � - - — � DESIGNATION. v 4 + + � � � ��+ + +�+��+++ Q +�'� + + + + �� + + � + + + � + + + + + * + + + + +0 + �+� + +�� + + + = L � �. + +� \ � + + + + .I� + + + + + + + + + + + �+y + + + + `+ + + + + + + z L � �� + �� `� � 43 p � + � � + + � + � + � � � � + � � + � � + + � + � + � + + + � � � + + ���� + + + � � \O/ ++� � � / � +�� +_�� ++ + + + + + ++++ +� � + + 4++++++� � � �+++ r ++�+ + + + + + + + ++ + + + +++ + + � � � + + + + � � � + + + + � + � � + � + � + � � + � + � + � ' � ADJUSTMENTS _� ��+ + a[� J` `� + + + �t � + * + + + + + � + + + � � + + + + ` ` +� + + +� + � + +/ � 12X118 2 � — + + + + � ,o+ � ��+ � � +++ � + � � +�+ + � + + � +� ����+, +'+'��,� ��,+++,+'. c� � �� + + + + L � !(�� /+ +� � � � \�++ / \ � � 2 'X48' 4,X2�, - - - - - - - - - - - - - - - - - - - - - - - - - ++��� 4 � i,� 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. �' ` ��' ����' 12'X40' 2 ' +++++++ 43 � � 2 2 4'X13' � � � � 2 'X20' 12'X5 ' 2 6X44 40 43 2 6'X120' 40 � 3 (BY OTHERS) �� + � I + + + 43 ` ' 4 X28' 43 2 6'X 0' + 4 X27 � '+ � + � ` + '� ' � 4'X38' ' 2 ' ' i i i i i i i 2 i 6'X1i0' i + 2 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. �� � �' 4'X14' � � ` 40 2 i i i i i i i i i 2 6'X74'i i i i i � i i i � +� 4'X56' � , 2 � � � � + , 2 10' 13' � 2 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. �+ �' +�� � � � 6'X30' � + ��v� /, + 43 ��,'� 2 2�X78 + , 2 + 40 PROTECT EXISTING MANHOLE AND COVER IN PLACE. + + � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � + 43 ��� + . 10'�C 8 � � + +'++++���++ � + ,t , � �v�,Z. \+`++ 40 2 � / ' � � +++ �� � ��+++� �12'X39' 2 � � + 6'X38' 2 ��-� '�� ,, < � +��++�� \+�+�+++� ,' - - - - - - ,- - , - - - - - - - - - - - - - - - - - - �++�� - - PAVEMENT TREATMENT LEGENDS: � + �� ' � � + +� �+ 40 � � � 2 4' 18' � 10 X38 2 � � � � � �+�+� 6'X49' 2 � � � / � ' ' � ` �20 X98 40 + + � +� 2 , � + + + + + + + � � ' + ' � 52, �,+ ' + 12'X38' �+ + + + + + + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY � � /� + � 2 + + + � i � � � + + + + + + + � �F + + + + i� 8 X41 2 2 12'X5�4' i i i 2 i i i i i i i i + + SEAL � + i i i i i i i i i i � + + � � � ������/ ,� � ` � i+ 40 2 4'X19' 4�X29� 2 20'X3 ' 2 10'X31' , �, /+�+++ 40 � � \ � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY , � � + � ���%� � � + 43 4� 2 12'X40' 2 /+ � +� � � CAPE SEAL. , , , �+ � � + +++ CROO ED CRE�K DR � � � � � � �� - - - - - - - - - - - - - - - - - - - - � � �� , � �+ + s� , + + - _ � � 10'X16' +++++� � � �� � / � �� + + — — � + � � — � ,-�, � +� �� � — ____ �T �. +�- 43 + � + � � � ' + + � � � � + � ��+ ` + + � WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � �2 ` + / , � �� 43 + + ++++� ���'��+ � � �' + � + � + . + � � . + + + ��+�'.`+++���+++`.+++���++++`+++� 40 + + + + � + , �� + ` �+ ' 20'X52' + �_� + � \+ ���' + + � + + ` + � � + ` + � + + + � � + ' + + � + + ' + � + + � + ROAD 6'WIDE 20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT . + + + + + � + + � , � + ( + + � + + + � � + � + + � 1.5" THICK AC OVERLAY. � `� �+�'�' 40 , � 2 � -�+ � — + � + � � � � — �+ + + + � + + � � V� , p - - � �+� 6,X9, - - - - - - - - - - - 4 10- - - - �++ ����� � 4X9 2 �+ � + � � ��+ 20'X44' � = 2 'X103' 2 ��1 2 g�X�, 2 i 43 �+ `.'+++ ����+ _ - SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND ++ 2 - _ i i + 1 4'X1 ' 2 4'X14' i i � '++,' � � 2O ,� \ � � � 41 V � 43 i 20'X51' 2 ' +++ i ' 2 � i , i 2 i , + �+++++ , 4p CONSTRUCT 2 AC PAVEMENT ON COMPACTED NATIVE/BASE � A , , , a �++ 4'X10', � i 4'X15' 2 i X14 2 i i � +� +++�� Q SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, � � � - - ��++ 4'X 0' 2 4'X7' 2 � � ��� � 3 \ _ _ � 4'X39 2 i i ��, � + � , 4'X16' 2 � O INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL � + � i +� 4'X24' � � 20'X12' � � � � � , � 41 � i i � � 20'X12' 2 � ���� � � 4X13 2 � GEOGRID SYSTEM AS NEEDED). � � i � � + + i �+ i � �+++ � � i i i i i �Q ��++ � 43 / � + 4 X4 2 4 0 � � 2 �4'X43' i i i + � � � � � � � 4'X 13' 2 � 4 0 �� � �, 4'X6' , � �+++� RISING STAR DR ��+� � � � + + � 4'X165' 2 41\ , - �+ — T-- — � � � - - +�+++++++++ + + + �T . + + ��+ + + + + + + + + + + + + + ++ +�� + ++ � �-�+ + * , +�+� + + + + + + + + + + + + + � + + + + � + � + + + + +1� + + — — � � 43 + =+ � � + � � � +� � +��=+ + � + + � � � +� -� + � � + + + � + � � + + � � + , � \ - - - - - - - - +� + � � � + + � � � ` /� 2 4'X20'� i i 4�X� 2 43 i 4'X25' 2 i 4'X9� ++�+� � i � � 4'X18'i 2 i i 2 �+ + + i p�qM , � I 4�x25� 2 ��++�/ � � pN� BqR B� , � I 43 40 ���+ 4�x2s� 2 i � i i i i i i i +�� + � � i i i i i i + � - � - - � - - � I �� + + � � - � - - i �` + �� +, i w � I zw J w � U = � � � � Q w I I �"+++ T � w \+ + +� � + + � — — --- Q�OFESS/p ���0 \� L . ��F� � � F � � � m * � No. 78314 � * GRAPHIC SCALE 100 0 50 100 200 `P CIVI� ��� �9TF OF �A��F�� 1" = 100' CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 7 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE + GENERAL CONSTRUCTION NOTES: � �T+ + �` `�`+ ++ 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT �' + + AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. \++++ 40 ,' \ + � 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND + � � OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. \ . . ' ` 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS �� , � �\\4�+��� 43 , PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. � +++`� 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO I + ' `� REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE '\�+ ENGINEER OR INSPECTOR. � ` � � � � 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED � i \�'�'� � `+ + \ USING THERMOPLASTIC. � � '�'++. � 40 �' + 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. + � '++. 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES ` + + SHALL BE REPLACED IN KIND AS THERMOPLASTIC. � � � ++'+ + + � 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. �+ � + + � + + + + + � ��'+' +� + +'+'I � , 43 ��+�+��+ �� � 2 4�X8� + + CONSTRUCTION NOTES. , �+++ +� � _ _ �+ + �� + + , �� � +� � + + � � � ++ � 4'X61' ++++ O PROTECT IN PLACE. � ` '�+++�+�� ` 1 �`� 2 ++�+ REMOVALS , . . + � � - - . . � + + - - � �+ +y � �` + 43 ` ` � � - - � �� � �GH� �R � +-�++++�+r% � �.+ +I _ _ '+ z w 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ � A`BR + � � � � , ��, i + � _, AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW \ � 1 S'v\v � + + + + � i �� 40 � � = W � i i �i � 43 �!F�'�'+'j'� � I` � ' U - IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG � i i 6' 58' 2 �+ +!' ' ' ' ' ` ` + � i 15'X26' + � + Q � 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY � � � � + + � � + + + + + � � _ _ � � 2 ' ' � � ENGINEER OR INSPECTOR AT JOB SITE. � 41 + + �`�`�`+`++ ✓ 40 � �� ��1 - - 40 � � � �+ + . . .y 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ _�� + + + + + + + +y 40 � � \ I + + � + + -� + + + + � � � +�- � � � � * , 4'X17' ++�� � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW + +T�+ + + r , , , + y ,� 40 � �� . i 43 2 � i FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL ++ + + + +l+ + + +�� \ \ / Q + + ' - -- ` � � � - - � ++ 2 4'X18' ` ` 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE � + 1 ++++ � APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. + , i � � ' i z i �++ �I i + + � i 40 i i 4'X15' p , , i 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC i i � � � 43 d �` �+ 40 2 _ _ � I, ,�� STANDARD PLAN122-2 GRADE TO DRAIN. + + i � z + � - - + ` - - 2 4'X122' � '�i O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT +++� _ � ,+ � + ' 0 ++ - - + + - � + � � RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE j 1 z� �� �.+ , � ��+�.� � i �i ` +� i 43 , , �� � i EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. � + i � i � , + � �` +� 2 4 X44 a �1 + � 43 � I� cn + j Q �+++ _ - ` / \ � 1�� .+� - - - - ��� _ _ Z `,`, 8� REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB � � I+++ \ ,' \ � � +� + ��` �, , 43 Q I+�+� AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND p i +� � I �, 6X16 I � 4'X37' + 4X35 ��- + + I 12 -2. MAT H EXI TIN . J I`+ � 43 � + 2 � 2 i � + , 2 0 C S G _ �V �+'�I 'i � �� + ++ �� � i i � ++� , 2 4'X22' � � ` + i + . � � , � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB W i �++� - � � `+ ` + ' + - - � + 4'X30' ' # RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN � + �� - - � + +� � 4'X27' � ' 2 � I DESIGNATION. J' �+ + � 'i \� \� �� � � , i � i 2 i + � 6'X23' 2 , 43 + cn . � � � � i i � + � � � � � + � ' ' � ' ' 4'x23' + +� ADJUSTMENTS _ - - � . . 43 - - � 6'X14� � � � ++I p � � 43 ���+� 6'X29' 2 2 + � � + � 2 p � + � 2 + �i �+� � \ \� _ _ O I+� � �` + 4'X9' � � , , 4�� �,1 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. ��'�I i �i � �i �+� i i Q i I,+ +I i 2 i �� 4 X20 2 i 2 4'X30' +.'.I (BY OTHERS) _ _ _ �'� � _ 0 �\� i 6'X7' �i Q' �,' . i � �� r ��� � 6'X39' � ' + + , , � +`�` 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. � ' { V- 2 J ��I = � 2 �++ 4 X10 2 2 4'X11' + + O i I + + - 7 � � 4'X25' - - + � - - - - �� +I - - _ _ � - - +++�+I i �+�+ _ - � � + + 4'X19' 2 4'X20' 2 4'X26' , , 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. I 0 I + � O � � ►� � 4'X77' ' � � � � + +� 2 + �� - - - +�+ I� I� � � \� 2 �i �++ � 4'X17' 2 i 2 4'X20' ++ 4'X24' 2 � �++ 43 � 40 +++� 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. � � 43 + � I. . KRp � . � � - - � - - � + � �++� �ERO - +r ���`-� ++ + ++ ++ � � � +' + +� ++� �� +�+ _--� � � r T- - = -r ++ � PAVEMENTTREATMENTLEGENDS: �� + CAS _ T—�+ ++ + + + � + + + + + + + � � � + + + + + + + � � � + + + + + + + + � � � + + + + + + + � � + + + + + + � + + + + + + � � + + . . . . + � � � + + + + + + + + � � + . + + . + � � � + + + + . . + � � + . . . . . + + � � + . . . . � + , � �+ + + + + + + � � + + + + + + + + � � � + + + + + + + � � � + + + + + + � � � + + + + + + + + � � � + + + + + + � � + + + + + + � � — + + + ��� �+ + + + + + + + � � + + + + + + + + � � + + + + + + + � � �� + + + + + + + � � � � � � +� � � ` `—` ` ` + � � + + ' ` ' ' + + � � + ` ` ` WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY z � — � + + + + + + + + � � � + + + + + + + � � +=+ � — — + + � �_ + + + + + + w + + + + � � � + + + + + + + + �= _ _ _ _ _ _ + + + + + + + + + � w . . + � . . . . + +=� � — — — � SEAL + + + + + + =� �� + + + � � ' ` + + + + 4� 43 40 43 40 43 i 40 43 40 40 +++� � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � w — 43 i i � � � � � � � i 4'X8' i �++'� � � � \ CAPE SEAL. � cn, 40 i i i i i i i i i i 2 � � + + 4'X1 1' 2 � i � I 43 � + �I WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � i 2 1 0'X 2 6' ,+++� ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT ' — — — — _ _ I++++� 1.5" THICK AC OVERLAY. 4'X12' ' + ' 2 I � � _ _ _ _ _ _ _ _ +`+` SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND _ _ - - � - - 2 8'X30' +,+, 2O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE � I + +� � i i 43 i ++ +� i SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, 3 i � i — — i +++� i INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL � � _ _ GEOGRID SYSTEM AS NEEDED). I I i i + I i i 2 10'X32' � p+ + + + w a' i i i � i + z w i I I i i i i 43 + .'. + � w � ' ' _ _ I + + + + U � I 40 � � � � � i + + + w i ' i i i i � � + + � w i i i i i 40 , , � i � i + � I � 2 4'X27' , �, L— - - + �,I i - - � - - � - - - - 2 4'X20� � � + � � + + + � � + + i i � + � � i i + +I � � I i , � 43 ' + i I � i + � + + + I i 40 +++++I � I � i + + + I � + + � � - - - - - - i 43 '+'� i i i - - - - , w a, i � 40 + + * z � � , � w + + � � _ _ - - - - - - I+ + � � U cn i — — - - + � � � I I + + Q W � � I � I I � + + � w _ � - - - - I � I I + + Cn - - _ � � I I � � I + + + + � + + + + + + � I I I I + +� I I � + + \ ', �, ' ' +Q+� �OFESS/p �+ + l �! + � � � ����0 \� L . S� ��c I I I _ - - - - - - - - BAR B�_ _ + + + DIAMOND� �+���� �, w `_'� j �`� ' , � _ _ - - - zw � � � m � - J W w � �7 I _ - - — - _ � No. 78314 GRAPHIC SCALE y - - � DIAMOND BAR BL � v=, * * 100 0 50 100 200 T� � w w `P�'q�, CIV I� ��� ,_ � �+++ ./ cn z � - - - +++.+.�.�, - - �- - - - - T - - - F �F CA`�Fo �,. _ �oo' w _ _ � + + � �� I Jw — _ — � W� + . . . Z = _ _ U cn � � - - - - - - - ITY OF DIAM ND BAR C O ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 8 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE + + �+ + � + .�'+��++�+� � 43 ���+++++��� GENERAL CONSTRUCTION NOTES: � � ,' � � ++,'�++�% + � 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT � * + AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. . � + � . + � + +'+� 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND +','+� � OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. /+ + + � �� 40 / 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS +��++ PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. + � + + � � � � � 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO � + �\\ � REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE . + � � � � +`++ � �\ � � ' ENGINEER OR INSPECTOR. � 43 �+�,�y� � +++�� � \� 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED + + + � � \� - USING THERMOPLASTIC. 43 � /+ � � , � , � �++'+ � � 43 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. � +�++j� � \� 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES + . + � \ � \ , SHALL BE REPLACED IN KIND AS THERMOPLASTIC. �+ + +, � � - � �++',� \ � 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. , � + � � � f+�++� ' � � - CONSTRUCTION NOTES: + � \` `� + � + , , � � + + � � �++�,/ ' � \�� \ O PROTECT IN PLACE. � + + +� ' �+++� � REMOVALS , � , � / � + + � �� � /� � � +� - ' \ � 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ � � � ++�+* � � \ AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW , + + � � IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG � � , + � � ' 43 �'++,� , � � , 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY _ _ _ _ � + + + � � � � 40 + ` � � ENGINEER OR INSPECTOR AT JOB SITE. / +++, � + , � \ 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ i + +� � , � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW 43 i I i i i i � . + + +��+\ � � � FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL i 6'X12' 2 � + � + � + . 43 - � 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE 4'X14' 2 4'X18' 4'X 4' 4� 9� � � � ,+++�+ .� +`\ � ` 2 2 2 6'X13' ' , + +� '+\+ � / � �\ \\ 43 APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. m 2 4''X 12' � w � - - - - - - 43 2 � ��++�+ � + z w _ _ , + � ++++ \ \� 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC = w � + + � + + � + + + +� + ++ ��+ � � � + • � + , � + + + + + � + + + � + + � + + � + + � + + �+ + Gj � + • + + � STANDARD PLAN122-2 GRADE TO DRAIN. � +� � + � v � � + + + � + +�� + + � + + + � +�+ + +�+ + � + + + � � S� 4'X1 ' 2 C�, /� + , \ , , � � � �--� + , +.+ � +� � _, + + � + 4'X18' 2 , � � \ 43 � O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT Q w - - - - - - � � + � + eR/G ,� � /.���� ' � , / � � �\ � RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE � � 4'X12' 2 43 40 , , �+y+�+ � T l4 , �ij �'++�� \�+,1 �4'X24' 2 � �� ` , � EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. 6X0 � + + / + + T 4 X4 + , + 1 , , \ � i 2 2 'X 14' + 4'X 17' 2 �_� /+ + +I � + 4 X29 2 , , - � \ \ � i i i � 2 6 ` � +++� + 4 X14 2 �� ��++�� � + / � \ � 8 REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB ' ' i ' � 2 10'X62' ���+�+ � � , C� +��++� ' � �\+, + - ' � � \ `\ O AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND 2 4X10 � + � + � 43 4X25 2 � /� + � , + �� \� , , �� 120-2. MATCH EXISTING. 4'iX55' � ` � + \ ' � 2 i ' + � 4'X14' �, `+�+� � ++\ ` , - - � � � � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB + + _ _ 2 4'X2�' � + � ? \ , r+,++� ,� \ ` , , � \+�+ � / `\ �\ � ` � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN �1 i i i 2 4 X26' � • � 4'X10' 2 /+ + +� 43 � � � � �'X33' 2 �\ �\ `\� i + + , + � DESIGNATION. � � ' 40 + + + � + �� � + � � _ , `� � � 2 4'X23' �+ � 4iX12' 2 + ' � � � 4'X39' � , ���� '� ��++ , , � � + `, � � � � � -o`, ADJUSTMENTS � � �4'X41' � � � � + � � � +++�+ � 43 ++ - ' � ` �\ r � � � � 4'X7' � � � � 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. 43 � � � i � � � 4'X2 �� + + � + � 2 � * , Z � I � 2 4'X3' � + � ' � , �2, 6'X18' 2 � �� � O� � (BY OTHERS) � , HA M �� � � � � �+����+++`++� 2 � 43 ++ � 4'X41' , , , A � 2� 40 ONyN� , , � 2 4X � ++, � /�++ , 43 � 2 � \ 4 � 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. + � + + + � + �- / , � � � + � � + + � � ' +��� � � 2 4'X9' \+'++ � + + � 2 6'X 140' \ . � 43 m - _ + � + . + � + . + � . . � + + + �lpR � � + � , �`k51� 2 ` � � � . + � . . � + � �=+ + � + . + + y \ - - - ++++�,� �� � �-��'++� +++� ,� / � � 4'X2 + � !, � � 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. + + � +� , 2 , � � , /� '+++' ���+++'+'� 40 � ,, + +�� +�,+\ \ 40 � / \+ � �� , - � \ � i 4'X13' � + 40 2 4�X29� �` +��+`� � 2 4X2� ++�,+ � + + + � , � � + � �O - ' � 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 2 . + � �� + + � / ' � + � \ � + cP / � \� � - - - _ _ �+++ i 2 4 �+ ++++� 43 �' � 40 � � + � � � � \� +\ � � - � � � � � 43 , � , ++� ' � , , �+ ++� ++ 40 / , , � � � �� +�+��+ , + � � �� ' , , � PAVEMENT TREATMENT LEGENDS: 4 X9' � � � \ � + � � � , � \ i 2 .++ � � + + + � 43 � � , � + + � � � � , � � � I ++ I � �+ + �� / � �� \ / \++++++�+�� � + + \ � / / / \ � � � + + + + + + + + � +'� / � '� ,�+ � + + 40 � �+ + Q \ + + + + + + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY + � + + + + + + + + - - - - �+++ / 4' 33� + +++ � � � + + + \ \ � ' � � / � +I 2 �++�� ' / � � ' �' � 10'X33' . + � � ` SEAL + � + + �+ +�` � � 43 , 2 . � 4'X30' 2 , @� \ � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY + ' + � \ � � + �+ + i i ���� � � i \\ � i � — \ ' � / � � �\� �� � � CAPE SEAL. + I i I I +++ � � � � �� ++++ +\ � � � 6�X3�� � \ 2 6'X7' +++ 4'X 6' 'X17' i� �+ ++�+ � �� � � +���� 4'X13' �� ` WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL �` 2 2 � �� +� \ � � � 2 , - � '� � + � \ , , �� � , \ \/ ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT — - - - - +'+'+, 4'X231' +++� � \ � � + � 43 � � ' 40 � �\ � ` \ 1.5" THICKAC OVERLAY. - - - - + + + . 'Z / � + + + i + + � + / , \ \ + + + � � � � + + � + � � + � + � + . +++ + +� , � ' 43 �', ' ., + � + 43 , � + '4'X10' � � � + . � + . + + . + � + + . � + . + � + + + � . . � � � + 2 � � . + � + + + � + + � + + + ' + + ' + + ' + � + ' + � + + + + ' 43 � O SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND + + + + + + + + + + � � \ + � �+ + + + + + + + + + + + + + + + + + + + � � 2 � 1 � � + + + � + � � � , � � + � , 40 � + � � � CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE - - - - - - � � + � � + , + + + - � ��++,+++�+� 31 2 � �++ ++ 10'X40, 2 - � +\ � , � �\\ \\�� � 6'X163' 'X42' 4'X26' �+ � + , � � + � � '++ ` SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, 2 40 43 2 2 43 � + + � � /� + , 40 �, +� \ � 3O i i i i � + ' � �+ 4' 80' � !��++' ++ \ \ � � INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL i i i i i i � 40 + ��+++'+�� 2 ,' � /�+�,+� 43 , � ++� � , � � � GEOGRID SYSTEM AS NEEDED). i 43 �+'++� + � /+ ' + � � + + + +� � � � + + + / � + + � � �+ + + �\ � � ` i �}+++��i � �+ + � + + + + � , . + � , � + 4'X32' 2 � \ � - - - - - - - - - - - � �`++��+ . + + + � + � + +� + + + � � 43 � � � �+ + + + i + + + + + + 40 i /++ + � � � \ � \ � � / i � + + + � � — — � � + + + + + � � � � A � - - - - - - + + + + + + � � + + � + + +'� � + � + � � � � � � + , ��++'++��+ \ \ ++��+/ ` `� 4'X35' 2 \� \ - � � �+ � +�. �++ +/ , � � + � i i i i i , � � + � � � �/ � � ' � , � , i �.`,+ � + . + + � A � i i i i i i � � ++' 4'X16' 2 �� .+� � - � �� �� � ` , 40 � + + � + � � � 4' 10' 2 43 4'X21' 2 � \+��\ � � � � � + 43 � \ � r � � 43 , , , , z - - - - - - - - � + - - � J w + + + + +�� ��.�� , T- - . - � ` + \ �i� + + + � + + � + . + � + . + � . . � + . + � + 43 � � � � � v = + + + � + . + � + . + + . + � + . + � + + � . � + � , � � _ - S + + p \ c�+ + + + + + + + + + + + + + + + + + + + + + + + + + � C� + + � � — — — � � � ��+ � +�� + + � + O + � T Q w — — — - - — — + + +++� + � \ / � + 1 40 \ � \� Z i � + + I \ � Q � �, � + � �. Fp _ _ + � ' � ` ' ' � 4'X 1' 2 � ��+,+�� C� , - - �++� i i � A � ' 40 +� +++� ��O � � 40 + , R \ � � 4 i i i i i + � p \ � � � � , � +`�� , � +`� S ROCK � � , . + � + �'� , , + �q T L E � _ � � � �+++� ' � _ \ � , � + + � �++++ _� � �'+ + � + + � � � + +��+ + � + + + � + + � + + +� - - - - - - - �' 2 4'X7 �\�+��+�� 40 \ � ��� ' + ���� �'����+'+++��++++�+����� � + '+ � \ � � � + . +� � + + . + � + . + + + � . +� �-- 43 � 2 6'X21' + + + 43 \ + � + + + �. � • �y - - � + � , � 8'X22' 2 ` � �- - � � �" � 43 i i i i i � i i i i i � , � �� + ��+ i � � Q � + 40 � ` `� 40 i i � � , � + � + + � i � � �/ �+ + i � \ i i G �/ + +, � � Q�pF ESS/Ok9 - � RISI G STAR DR 43 - - + + I I z - - - - - - - - �0 �� + + �+*+� 43 i � _ _ - - ������ � S� F� J w �-� - - - + � - - w + +/ - + + + + + + + + + + + + + + + + �� +�+ �r + + U = + + + + + + + + + + + + + + + + +`+ + + + + + � � �Q�+++i \+� �_ �` - - _ _ - � + + + + + + + + + + + + + + + + + + + + + + + + . � � + + + + + � � / � w - - - - ��'+'+'+ � + � p ��++� 4'X22'�� ��+�+ + + �+ +�--� � � + . _ _ � m Q w �++� +) '1 -`t +�+ + + + + + + + + + � - - W � m � � + /L �+ + + � � � No. 78314 � GRAPHIC SCALE � �c . _ '�—' ��'+++��++'+/ � � _ _ — _ - — * * � ' 43 ' ' ' W ' � + � + , - �' �% 43 � \ � _ _ _ - — � l00 0 50 l00 200 i i i i - - - - �y + '+� ' ,� � \ � � _ - - ��q�, CIVI� ��� \+ 4'X12' � R BL _ - � - - F �F CA��F� �,. _ 100' i 2 / i i � � � � � � � ' 43 , , ', � � � , \ DIAMOND� - - - � � � - � - - ', - - - - -� _ _ � _ � - - CITY OF DIAMON D BAR ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 9 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE � � � S�q�.� S��Sh'FFT� � � \ �StiFc�T F /�j MATCH L I NE � � � S �r MATCHLINE SEE SHEET 11 GENERAL CONSTRUCTION NOTES: + + � ,,,;- SEE SHEE7 �� + + + � � �� � � ��Sti���N , � � 43 � �O � \ � \ � � 41 � � � �� FFT F ,� + + � I','+ 'i 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT � '� � , % + + + +� AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. i + i � �.,, _ _ � + � � � � + - - + + O,y � / <� ' / � �� � � 2 10'X32' +� 43 +'+ _ _ _ _ 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND �/ CR , � � , � ;� _ +++� i � .� I OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. �� � � 4� i � + + +I + / / / �� I I \ � �+ � 43 � + + � �� � � � \ \ � % + � f + � i i 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS � � ' 40 41 � � , , � 10'X32' + � � - - F+++I ' � PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. M � � � 41 � 2 � � � + S �TC � 20 X147 - + + � � � � 10'X34' � +� -' I 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO FFS '`�<i,� 2 � � � � \ � � 2 - + � 2 4'X32' +++ I � REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE yFF�.F ' / � ' �'� , I+ + + ' ' ENGINEER OR INSPECTOR. � \ + + + - + i 6 ,' ' y �� � \ � 2 10'X74' ++++�I �+++I i 43 ,/ 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED / / ' 43 �� - � _ + 4'X8' ' 2 4 X28 , USING THERMOPLASTIC. ,� � � _ , � 2 � � ' � ' \ ' �� � \ +� 43 ' � i 4� � i ++ + +++ ' � �+ ` '� FAIR IND LN 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. / , �%� ° � v _ , _ - ` � i� � + �� � . .�� / � V`� \ �+ 43 40 ` ++� � — -� + + ++ 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES � � � , � • � � � + � +� � T-- + + + + + + � \ � � � � � � � + � � ++++ + + � + + �����+ * + + + + + ++ SHALL BE REPLACED IN KIND AS THERMOPLASTIC. ' � � �� \ � � � � , + + + � + � + + + � � + + + + + + + , � � � � i ++++ 2 4'X54' ',' � + + + + � + +� � �+�+� � � � 41 \ � , Q �' + � , ' � �+ + �+ g, BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. \ � � i \ � , + � \ , + +� `/ � y � � �, � � � � 4'X11 2 '+++/ �','- � � � , �� � a /+ + 40 ++++ � , 4'X15� 2 4o CONSTRUCTION NOTES: , , � � � o � � � ` ` � � � � O +'+ �+++ i 4' 21' 2 � `� � J �� � � � . + + + O PROTECT IN PLACE. � � � 40 \ � � � +++`+ �+++� , � I � REMOVALS ` 40 � ` ` � 43 , �� � � � � �� + + i � ` ,' \ `� �� , 6'X68' Z ++ , �++.`/ � �i ` 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ �\ � � � � , 2 � +� � +++'� AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW � � � ` � i � + + + * � � ���� � � �� � � 6'X43' \ ++++ �+++�� , i � i IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG \ ` 2 4'X10' ++,', 43 + ++ \ i i i 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY �� � , �� 2 + + ' ' ++++ � i ENGINEER OR INSPECTOR AT JOB SITE. i � � � �� � � �� � � � � + + + O, �+ + 43 \ � � � / �� �++,+ � �+++ , I 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ `� � � � \ � �� \ � +++++ �/�+++ 43 \ AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW + + � + � FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL i � � ` � � O � i � + + � + � � � ' � � ` 10'X81 ��� � � � �+++++ , , �� ���+� � `� � i 6"AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE , � �� � � � 2 � � ` � � � �� + � �Z � � , � � � � i APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. �� �' � ' � � � �� � 8'X95� �,+++ �j/ �� � 6'X37' 2 � 4 REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC � � ` � � � 2 � i � � � ` i , i +�+++� �' ��+ � � /\ \ 40 � \ �Q� � � / \ i STANDARD PLAN122-2 GRADE TO DRAIN. � 40 \ \ \ � � �� �/ �+�'� ; � \ � i 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT � � � � � � 43 ` � � � � � � � � �� 40 � ++�� 4'X22 2 � RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE � � � � ` �� `� � \ + �� �' �++ � � `� � EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. �� � 2 10'X33' �+ � � � � � �� �� ��� � � 40 �+ 2 12'X1 +++ � � � \ � + ++++ 40 � ` ` \ � O� �� / � 43 ,� + �� + 4'X6' \ 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB � � + � � � � �� �� ` � �+++ ++++ 2 � � � AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND 40 � � QP� ����� ` � 2 0'X40' +�+�+ ' � /,+ '' � � / � \ � � � � 120-2. MATCH EXISTING. � � ` � � � + � �� �� , � ` \ �' ��� , � � � 4p ++ �,+ � � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB 2 10'X7' ������� - � � Q����/ �' ` � ` + ++++,� + + 43 � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE ��X�� TYPE ��#�� PER PLAN � + + + + + � �+ + + � � � + � � � � � \ � � � - ++ + � � � �� , ��� 43 � � � + + + + � � �� /�++++,++ 10'X 3' 2 DESIGNATION. � � + + + � � � A �� � � � ++++�� �� + + � � /� +++ + 40 _ _ _ _ , �'�/ , ' � Zo,x2s, + . ++ + + + + + + + + � � x�s 2 \ ADJUSTMENTS � � � � 43 � �� + + . � � + + +++ � `� � 10'X8 ' � � � � + + � � 4 X� 2 41 ` � �� ` /+++++� �X32 2 � 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. ++++ _ _ � � 40 � � � + + � 4' 20' �' 2 43 � �✓� \ � / (BY OTHERS) � 4'X6' �� � ,��� Z � � � ,� ,++ � 4'X�2' 2 i 2 � 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. �+++ 43 , '�� - - � � � 2 4 X150 � �� � 4'X78' 2 � � � /�++ + � � � � i � �'�' `� I � 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. / + � � � � + � � , � � + � � i i �v �o ���� \ - _ _ , �� ` /++ +++ , i � 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. 2 � � � � / � - - 4� � � � � '+++++ �� � I � ���s�, + +� �2�X72� 2 ,\ , o' ' \ �\ �, ,� ++++++/ 43 \ �� � PAVEMENT TREATMENT LEGENDS: ���� + ++ 43 � � - _ V �� � � 2 20'X30' �� +� � � � i � + + + � � + + � \� \ +++�' \ \ +++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY �+++ � � ++ � � � SEAL � + 40 _ _ � �� + � � � ++ � , _ _ � � �� � �� +++� � � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � \ � � � � � � \ CAPE SEAL. I 16'X70' , , � 40 + + � � 2 � � � � � \ � � � � � � I � �1 \ \ � � ������ � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL � ��� _ / � � � � � � � � � � ` � ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT ��� - - � - ' 41 � 43 \ \ ' � �+�� � � 1.5" THICKAC OVERLAY. � I � + 43 - - /� � � 43 � � , i + + + � I'� ' 12'X54' 2 � 4� � 43 �� � � \ I+++++I \ ' � SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND �� \ \ \ � /� \ _ _ � _ _ +++ + � O CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE ++ ++ (+ + � 40 \ i I++++I - - i ' � 4'X49' ��� \ \ � \ +� + O SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, ����� i ? � � \ ' 43 INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL � i � I � 12'X20' � � � � GEOGRID SYSTEM AS NEEDED). � 2 2 8X 2 � �i � 2 10'X21' �� � � + + i �� i � � ++++ 43 43 � i I 2 4'X41' 43 ��� \ \ � I �+ + + _ � 'X54' + � �' - - _ 2 � 43 \ I + + i +++ +++�+++�+ �- 43 � + + / I 40 + + + , + + + + + + + � � + � + + + � � � � �. - - + + + + � i � � � + �- + / \ I + + . -.. + � � .��+ + + + +++++++ ��+ � +�T+��� �� � 43 � � - - '�+ + + + + + + + + +++ ++ + + + + + + � + / 20'X23' 2 -� �+ + +� � � � + + + + + + + + +y 10'X28' 2 � � =+ + + � � + + + + � � � ' � � 10'X51 2 40 + �� �++ 6'X42' 2 �\ � ��� i 40 40 � 43 + 40 � \+�� � � , � 2 ' � � � � � � �� � � �� 20 X65 I 2 12'X51' � �� 2 8'X10' � O� � � � + + + + i� ��� 4'X20' � � 4'X70' 43_ � � + + + + _ 2 � � 2 + +/ _ - � _ _ �� ++++ - � i + 43 � %/ j 4'X11' 2 2 4'X15' + + v + + O ' 43 - - +/ � 40 � + + � � � � i 2 20'X51' + � / ,�`` ' � - - _ + + �' �, , �� 10'X51' + + � 4'X67' 2 2 , � ++ � C�� � + � �� � 4� ������ �� � + + / � + + I � - - + � �� � 1 � + + � � � 4'X19' 2 i � ' 43 � � i � .�� � `� Q�OFESS/p � �� ��� �� � ��� � , - � i � �� � �J�. �'G� � � � 43 � � �� � � � m i / � � w � � m � 4'X19' 2 - � � .' * No. 78314 * GRAPHIC SCALE � � � ''/ ��qT C IV I` ��\� 100 0 50 100 200 i �� �.� F �F CA��F� �,. _ �oo' �� �, � � � � '�. - � 41 CITY OF DIAMON D BAR ,- , � ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 10 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE - - -\ \ � GENERAL CONSTRUCTION NOTES: MATCHLINE___ \ � �i \ — - - SEE SHEET�12 � - - - --- - MqT ` F� �'�, � 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT � + + CN��N d' 'S� � AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. I++++' SEE SNEET� \` + ,�'F��'L � � + � ` + + + �' � , 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND - - - � _ _ 43 +++++ _ _ +++' � � \ / + + ��, � ' OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. � _ _ 40 I + + - - — - _ � _ - _ _ /+++,� , � /+,�j ' , � 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS + , I + + ' + + + + � ` I PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. � + + + i - � _ _ 40 + + - i /+ +.� � � ,� � � ++++� \ � i � 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO � - - +++++I - - � _ _ � - - ` � +++ � _ , �+++/ �� �� I REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE 43 �+ + 12'X12' 2 �++� I / ENGINEER OR INSPECTOR. + + + + + + � + + 1 + �+�+ 4'X51' � � ' � 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED � - - z � �++++I Z �+++ \ � � ����+ 2 �� � ` 40 � � USING THERMOPLASTIC. � - - JI +++++ - - � _ _ ' � ` � + + 12'X25' ' � � � , �� � � - � + + � � _ � - � C� ++++ � 2 � _ � /� � 43 \ 41 40 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. `''� + + � - � � / , , / � z � + + � , - _ _ � a,� I+++++ � +++' � _ ` ��� ' �\ � 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES � _ _ � ++++,� � � � Z / + � + � 41 SHALL BE REPLACED IN KIND AS THERMOPLASTIC. + � � + � 8'X23' � � + + � - _ � l� ++ ' - � � ++�� 2 � L� � �+ + _ p, 43 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. J + + + � O � + + i +/ - - + , + + � - + + + - + � � CONSTRUCTION NOTES� + � + 4X19 ` _ U + � - � - _ ++++ - - � - - � _ _ ++ 8'X79' 2 - � _ + + , � 2 � , \ . � + � + � + + - - � _ �� + - - + � 1 PROTECT IN PLACE. + + - � + + + 10'X32' 2 � O 43 + + - - � + + + 41 \ \ � + + + + +� � +� - - - - �+�� _ _ \ � � � , , , � REMOVALS + + � _ , - - - +++++I - - - - - - - - - - - - ;�++ 8'X16' 2 - - - 43 ++�� 10'X10' 2 � � � I++++' j� +� �+++ 6'X26' 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ �+++, +++ � + + 2 i A3 , AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW � / � � � � IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-PG + + + + O�C + � BANBROOK LN _ - 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY + + / � � - - + + + + � '+ ' \ \ ENGINEER OR INSPECTOR AT JOB SITE. + + � / - + + + � � + + ' - + + - - � � -�+ + + '+ + + + _ � - - + +� , - + \ , , - - _ � + + � ' � � + + � , + � + `� / O + � � + +�'+'++++++�����++++ + + + + � 41 ` +++ � + - + , , , + +_� � � �-- + � � 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/ , , ' + ' 0 + + + .� � 43 � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW � + � 7� + � � / ' � �++++` � �' / � 40 �++++ 43 Y � - ,X24, 4'X44' 2 q 40 � �J� FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL / � 43 \' ' � ' � ' \+ + / - - � $ 2 3 �G 6 AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE - `+ +++ , +,+\ , Q �, \ Q�P ��+++`.`. APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. � � � ' ' - 43 \ �N / � . + + + + � � + + , - ' + + � + + � � / , + 8X128 2 , �\ + G �+�+� � + + ++�• 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC , +\ � , - , , - + � /� � � �- ,' STANDARD PLAN122-2 GRADE TO DRAIN. + + + , \ + + - � � � 43 \�+���\ 4'X24' � + + , / � � + + � + + + + �/ 40 / ' � � � � 2 � �+ +� 40 � 43 + + ' ' + � O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT � � � � + � + + + ' ' ' ���� / + + �� ' ++++ �9 2 ` 20'X20' � RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE / \��� � � � 4p - ' + + - � +� 4'X19' 2 ` 2 EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. � � + � , � �� � + + 40 + ' � � � ���++++ 4'X8' � �� � � / � � + + + � �' 2 � + + - ' + + \ � '� �� +++++ � / � � +��� ++ + 4'X35' 2 6'X47' + + 4'X33' 2 \ � , 8 REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB � � �+ + , - � � � 4'X30' , �+ � 2� ' ++'+� � � ,/ / AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND � 2 � ++++,+, +�, / � `\ - ' ++ �� 4'X24 2 40 �++++ ` ' � / 120-2. MATCH EXISTING. , ' + � , � � - + + + � � 4'X46' 2 ' , ' � � ,`,'+ � / - �� \+ ++ 43 � � � �\ - - / / # REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB � � 43 \++++\ - ' �+� 43 , - ++++++ � 40 / ` � ��� 43 ,' , ' � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN �� � �' + � � , , / + � 4'X�b' 2 , ' � ' � � DESIGNATION. � � , `� + , - � � + ' � � 4'X15' � ' � +���+� / , �+++� - ' 2 10'X109' �'+'+ + � 10'X61' 2 � ' � �� 2 � ' � � - / ' + + � - + + + + � , � � + +� ADJUSTMENTS � + �� + � + � / 43 + � �+ +� + + �\ � � �+++, 4X86' / � � � + + + + � � ' + , 2 ' � � � � + � � , ++++ � + ++ + � � � + ' ,' � �� 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. �N _ � � ' � O (BY OTHERS) , BARg� _ � �+ + � + � � - , + + � � � � � � + � / ' � ����� , - � �+++� _ - �. + + + � � � � � / ���++\ , / , ��+++++ �� , � / � � � + + + + + + + + + �r � � ' 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. - � � + + +�� � �� + + + + + + � �+++++ � , ++� 8'X63' 2 ' � � � + + � � + + + + / � � + + + + + � � � + + + 43 � � + + + . + + +� + + + + + + + + �� � + � 43 � + + + / � � " � � + + ' + + � � 43 + ' � ' � � 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. , � ' � � 43 � � � � � , � / � + + _ ����++++ + +�- � " + + � � / 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. � � �� +++� � � �+ + + + + + _ 43 � + + V � � � � �+ + + + + + + + � + + � ��+ + + + + + +� 40 � �+ + � i + + � /� � , + + �� + + . + + + + + + +\ � � � 43 � / ' 43 �+++++ �� � � + + + + + + .� � 43 � \ � + + + � � � � � , � � � � � � + + � � � � � � � � � i + + +� , + + + + + + + + + + + �� - - � 1 + + \ + + / ■ + + + � � � � _ � 43 40 ' 2°,"29, 2 � �,� � / � + i � / PAVEMENT TREATMENT LEGENDS. + + + + + . +� , � 40 + + + + � � � + � � + + + � + � / / +++' � •�QiX�7� � � � � + + + � �+ + � / + + 40 i + + / / / � l + + + + + + + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY i ' + + 2 , 1 ' + + + + + + � � + + � + +� � � / + + + + + + + + � � / � + + � + + i / + + + + + + + + + +� + + � \ + + _ � - - + + 1 1 � � � � � � � + + +\ 4'X42' 2 SEAL � - + + + � - - + ' ' 1 � ' �++++� �+� , �10'X16' 2 � ' \+ +� , �� i � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY � + +I � , - � � 2 20'X114' +.'+1 � ' , - 1� 43 /,',+++++ ' �++ ' + + , � / , � � � � � CAPE SEAL. \ ' - - + , - 1 �, 2 10'X75' /+++++++ +C � + + � - i � ` - I - - - - + + + + � � \+ / / � � 8'X45' 2 / / � � + +� ' ' + � + �+ + + + ' + +\ + i WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL ` � ' + + + �/ + + + 43 / � \ � I' 'I � � _ _ � ��++ + \+++ , \ ++ , - � � � / ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT 1.5 THICK AC OVERLAY. �+ + + + � � � � �++' / ++++ / � „ \ � + ' � � � � C ST ��+ + + + + + + +/� � + + � � + +\ I / / �+ E � _ - ,�� + + + � � + + + � ` + + � � I �'X154� vJ� /+ + + + + + + + + + ✓ \ + + \ � � + + � / � � \ � , I 10'X75' 2 2 p,1�I1B _ _ �. � � � � � + + + � � \ + + + + , + + � + � � + + + ` ' ' + + 43 � � SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND \ \ � 43 _ + + + + + + � � � �" \ � + , 4p + + O + + + + + � + + + + / / 2 + ' ' + + �� + + � Hi ye i CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE + + + � + + + + + + � � � + + / + � C� / � + + + + + + + + + � — + + + F � � + + + + ++ +++ ' �+ � � + + + � -�+ + + + + � � + � � O SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, ,-�� + + + + + + + + � � � \'++ 43 � � � � + + + + . + + + � � /�Q � 4'X31' 3 � \ -�� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 � � + + + + + + + � � � + + + + + + + + � � � + + + ` ' + 'i ` � + +� 20'X165' 2 INSTALL 6"AC ON COMPACTED NATIVE/BASE INSTALL \ i�+++ + + ++++++ ++ + + + + + + + + + + + + + + + + + + +�� / / + + + +�� + + + + + + + / / 43 ' � � � � + � � =�=� + + + + + + + + � � � + +y � ` 40 � + + '\ i GEOGRID SYSTEM AS NEEDED). \ � � � � � � + � - __ + + + +�+ �� � --�'` �-�' ±� 4� 1 ` �r +1 + � + + + + \ � � � + + + +Y\ � �+ + + 1 - _ + + + + \ . + + + +� V � - - - \ 43 /, `++++,� 40 � 43 i � 1 � i +� 2 4'X50' +� � � ++++++++ � ' ���++� i i 1 i i i 4'�147' 2 �+++ � � � 6'X19' � � 43 + � � � � � + + + � / v I 4� � + + � \ 2 � � - 2 r4'X6' � � + , \ - � �+++��� \ , � � _ � - - I���� 4'X32' � � `� -!+++ � i �� � 41 40 i � � 2 i � 2 4'X6' � � � ��+ + / � � � + + � i /+ + / � i � + i + + ' + + i '+'+ \ \ / ' ` C,NR� _ _ - - - - � � I - - � / \ \ �'+'+� i _ _ � �RP. +�+�� � _ �+�+ � 41 + + � � � � G + � ++/ � / + + � � � RN �N � o � 43 i + � / � 40 � � � � � �+ + + � � + + � i � � i ++, 4'X11' 2 � �� � + + / + +, � � � i i � � � � , � � 43 + + � , � � � � , � � � � O � - - - � ++ � � \ / �++++ / \ � � � \ O + + 2�'X66� � + / \ � � // + + � � � � � � + + 2 ` / � + + , , \ , � , � � ,�++++� � ' � i i �1 i � � � � � 12'X95' 2 � i /� + � � � � 41 � i � i � � � � , � L + i � \ � \ � i f+ + +� i / � � ^ � +++ / / \ \ \ Q +�+�+� _ / + / ` � / /-� � � A � � I + + � � � � � � � � �Gj � '� � /�/�. � � ' � �� ` �',',� � ' � � l 43 � � � , � � � i � + + Q + +� � + � + + / \ \ I +++++ + 1 �jQO / // / \ 1 I � � � � /\ � ��j �(� � � , � , � � � Lll �+ ++ � � � � � � �/ � � � � � 40 � � � ����� (� • + 12'X19 2 � � �� � \ Q� � � � � i � � � � + + � � � � � , , � � � � � / \ \ � � i � �� � + 6'X52' \ � 40 � 41 //� � � � � ' � W Rp � - - Z `+ 2 ' � ' 4� V � ' ` � ' RR � O �` - 40 � , ' � 41 ` ' � IFZ ��1G SP� � 20'X44' 2 V . + 40 - _ � - - � � P \ /+ + � 20\X106' 2 , � � \ � 2 4' 53' C �—�--�� ,+ Q �+� � � - - �+ + � � ` -� � i � _ � + 6'X15' 2 �pFESS/p 43 + +++� / �/ \ \ 43 �/ �/ �/ / ' 43 , Q L . �� \ +++++ �' ,� � � �� �� � � 2 6'X19' + - - � _ _ ��-���� S'� F� ',',+� / 40 � �� � ���� 43 ���� 40 ,'++ 6'X35' 2 - - � _ _ `' j �� Z + / � �� � /� + + 4.3 ++ Ur � � fT1 43 i i i � � � � � _ _ m 4'X44' ,� ,� \ `� � ��� �� 2 10'X20' I�� � 20'X107' 2 ++++ - - _ _ * No. 78314 � * GRAPHIC SCALE + 2 ' SF �TC � � / 4'X21' � f���� + + - - � 100 0 50 100 200 > � ` + I sF�r� +/ ,� � �syti<�,� ' ��� 2 \ F����� - - +:++ `�''y�, civi� ��` o �> > FSy��iN " �FT F � \, , ��� �� �� �,�,�I � _ + + ` F �F CA��F � _ �oo FT � �� � \ � � S �I,j,�T \ \ � � � i 1ATCHLINE - - ------ - - ------ � � � ��S,y�</ti � �� SEE SHELINE � �����T ... � � ��� � FF�, F � ET10 � � �������� ° � C I TY O F D I A M O N D B A R � ROADWAY MAINTENANCE PLANS REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 11 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE �\ � + , � - _ - - - + , + + � �� + + + , + ,�� + � , + , � , , �\ ' — m ���+� � �+� ��+��+���. �+�+ � �� GENERAL CONSTRUCTION NOTES: � � � + . + Q � ' ��� '+� �� `�� '��,� �+ �+'� 1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT p, � - - � + � ` + . + � + � � AND SLURRY SHALL BE OVERLAPPED 2"AT THE GUTTER. 43 �++ ` ` +� ' � `� � � �++ + + +� ' +� +�\ 2. PROTECT-IN-PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND z �+� `,� �. '`, �� OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED. O Q� � � ` + `� 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS � �,+ '`+ � �� � PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS. +�, + � �`+ + �� �\, ` 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO \� + >, `��\ REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE + � � � ENGINEER OR INSPECTOR. � , � �� �\ ��� 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED ,++�� � USING THERMOPLASTIC. \'`, ` +� �\ 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC. � + + � � �� � + '` � 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES cS� . + SHALL BE REPLACED IN KIND AS THERMOPLASTIC. � + � \� G � � � � � � �' � ` ` � � 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING. � � � + � , � ,Sj . � i '�j ` , +\\ ` �� \� �� +. � CONSTRUCTION NOTES: A� � , � � �� � � �\\ O PROTECT IN PLACE. � �� � � �.+++ \ � REMOVALS � + + , � +�', � \+ . ++ � 2O SAWCUT/COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/ ��. � AGG. BASE/SUB-BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW ` IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2"AC (B2-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 (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE. 4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC STANDARD PLAN122-2 GRADE TO DRAIN. 5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE � EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM. � 8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB j AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND � 120-2. MATCH EXISTING. I � REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB # RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN � DESIGNATION. I ADJUSTMENTS � 40 ADJUST EXISTING WATER& GASVALVE CAN AND COVER TO FINISHED GRADE. I (BY OTHERS) 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE. 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN. 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE. PAVEMENT TREATMENT LEGENDS: + + + + + + + + + + + + + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY + + + + + + + SEAL � � � � WEED ABATE, CRACK SEAL/FILL (AS APPLIES)AND APPLY +t� � + + + + � � CAPE SEAL. + + � � + ���� �++++� , � �� + + + + , , WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL + + + + � ROAD 6'WIDE (20'AT JOINS), 0"-1.5" THICK, AND CONSTRUCT + + + + i 1.5" THICK AC OVERLAY. � + +� + + + + + + \+ +'� SAW CUT/COLD MILL EXISTING AC PAVEMENT 2"THICK AND + + + O + + � 2 + + � CONSTRUCT 2"AC PAVEMENT ON COMPACTED NATIVE/BASE � + +� � \ � � � � � � � / - � � � + i i \� � � � � SAW CUT& REMOVE FULL DEPTH STRUCTURAL SECTION, � 3 ���++ / � ` INSTALL 6"AC ON COMPACTED NATIVE/BASE (INSTALL I � + +� , I � \++++ / \ GEOGRID SYSTEM AS NEEDED). � + + + + + i \+ + 4'X36' � ` t�+ + 2 � � i + + + + � + . � + + 43 � _ � � A + + - 6 +`.` - - � - \ ' 40 ` - - � i 1 � � ' 43 ' � � � + � � _ _ \\� ' I \ ,', 40 _ _ _ \ \ � i + + _ _ � - � � 1 41 pIA OND RI GE RD +;+, �o'x42' 2 � � � + + + � i i ` � A + + \ i i i i i + + � . . i � � � , i 6 � , +a 40 - - -- � � � � � � . + _ _ - � - � � � . + � I+++++� i i i i � + + � � i � � + + + � � � i � � � i I + + �+ + +� ` � i i + + � � + + + _ _ - - � � � � � + + i � i i � � � � — — r++++� i � \ i i + + + , � � , ' BENr r � 4�x25� , \ + + I+ + +I , p \ IG �N , 2 , , ,'+++ r \ i , � � 43 ' \ 10'X27' 2 � �++ �� + / � - - +'+++ - - - - � � , + + + + + � � � + + ' +� — - - � - 43 + ++1 � � ` � + +++++++++++++=�'��+ +++'+'+ + + � / i � + + + + + �.�- �I � + + + + +� , � + � �p �� � + + � �+ + + + , � i � � � � � � + + � � � + � � � / + + � � 43 � � � Z _ _ _ � � + � + �� � _ _ ,� �+I G) - - - - � � �+++++�� 2 4'x14' � ++� / ` / Fz�FESS/p� _ _ - - + + r � /`+ +�' 43 � + Q - - 2 20'X75' � +{ Z � �+++� � 2 4'X29' i 43 � '+� � 4p �� � �+++ - / � ` 'G ��\� L . S� � + + + p0 � � � F � - - + I - - - - - - - - � + +/ \ I 2 6X15 ++++� ��1� �'+ � � +� 43 � � � � � m _ - - � � ` P`N— � cn + + + + � � � _ _ _ - - ++ /+++++i \ � 2 6'X46' �+ � N / � + � �' * No. 78314 * GRAPHIC SCALE +I , , � �++++�/ � \ � � 43 � � + ++,',',+ + 100 0 50 100 200 I + + 4 X14 , � + � + � + + + � �� 4'X48'` �'�, �Q- + + � 2 /� +/ \ + + � + + + + 2 q CIVI� � + + + � + + �� � 43 � � + , � 40 + � � �+++ + - \ TF �Fp� �" _ �oo' - - - - - - - - - - �+�+ - - - - - - � - - � � ` � � 2 4'X48' ++ � � �/ �F CA� 4'X44' +++� 4'X11' 2 � , ���� � � "9�� ` ++ ++ 2 � � + � � � � �' 10'X22' 2 � , + + + + + � , � ` ti� �+ + +� � + � �� �� � � � i,� . . . � +++ � � � � +++++'� 43 � � C ITY O F D IAM O N D BAR + + i +��� s + . � � F�` + + ` 4'X31' 2 � � + + � MATCHLINE M /++�' �'5��. +++ + 10' 0' 2 SEE SHEET 1� ATCH��NE ��� + � ROADWAY MAI NTENANCE PLANS F�,+ =ET �� % RESIDENTIAL AREA 3 REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING 30o s. HARBOR BLVD., SUITE s�4 SUBMITED ROAD MAI NTENANCE PROJ ECT ANAHEIM, CA 92805 T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT F: (714) 808-1270 CHECKED BY RCE N0. CHECKED BY RCE N0. CHECKED BY RCE N0. _� yp�:�✓v 78314 3/24/2015 APPROVED PROJECT N0. DATE : CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 12 OF 12 SHEETS CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE