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HomeMy WebLinkAbout2000 - Curbaril, Monterey and San Anselmo AM FERNgAA N 0 E NS TH IM �� R v ENT P A F U E 0 Fy 99 � %JO STHEET Rt: HAB1L..1Tf% T1UN PROJECTS O� MININII 0 GRA VE.S CREEK RO � PROJECT qo v SITE Uj W SELMO SAN gNS�LMO } A h � � iv �x Y`�k 5 J - � q PROJECT h i r ss ; SITE kctcqL t�d;A� e b S dl1 6 q h eN` 3 yx„ 1 .L.r `i✓�f SLdJ '. /fiS;,Y ( id • ; L Y>1 p 'T SACRAMENTO N D (/per/) r //��( O V g� re ' Q SAN FRANCISCO 0 IL ,aw 4W A MONTEREY t l I t S TATE HiGHw CCAPISANo 41 A TASCADERO STATE HIGHWAY 41 s SAN LUIS OBlSPO MORRO ROAD >�.. • \� — C? Q LOS ANGELES SAN DIEGOVICINITY MAP GF AI AM NO SCALE PROJECT _ STATE HIGHWAY 41 SITE P 0 vw m%Aver Y ' AN 0'& B EUN m EF L ' 01S AF TA LOCATION MAP 16% AT C L I F� 0'000" �h ImNm I A No SCALE {r SYMBOLS LEGEND ABBREVIATIONS O TMH EXISTING TELEPHONE MANHOLE AS AGGREGATE BASE O SSMH EXISTING SANITARY SEWER MANHOLE AC ASPHALT CONCRETE O SDMH EXISTING STORM DRAIN MANHOLE BCR BEGIN CURB RETURN CL CENTERLINE DJ EXISTING STORM DRAIN INLET/CATCH BASIN CMP CORRUGATED METAL PIPE ❑ wM EXISTING WATER METER CONC CONCRETE PR EP A R E D B Y ■ ❑ MB EXISTING MAIL BOX CONST CONSTRUCT %SHEET INDEX ❑PGE EXISTING PGE BOX CPP CORRUGATED POLYETHYLENE PIPE ❑ TEL EXISTING TELEPHONE PEDESTAL OR VAULT DG DECOMPOSED GRANITE 1 . TITLE SHEET DRAIN INLET wv EXISTING WATER VALVE DDI DRIVEWAY NORTH COAST ENGINEERING INC. O JP EXISTING JOINT POLE ECR END CURB RETURN 725 Creston Rd Suite B, Paso Robles, 239-3127 2. CURBARIL AVENUE STA 1 +00 TO STA 25+50 O TP EXISTING TELEPHONE POLE EG EXISTING GRADE ro ro EP EDGE OF PAVEMENT 0 PP EXISTING POWER POLE ES EXISTING SURFACE OMP EXISTING METER POLE EXIST EXISTING 3. CURBARIL AVENUE STA 25+50 TO STA 49+50 C, ® Gv EXISTING GAS VALVE FG FINISH GRADE BILJ imo. 2000-04 PREF ESS1d `aEXISTING GUY RE FL FS FINISHE E FD SURFACE � SYL of 4. CURBARIL AVENUE STA 49+50 TO STA 65+73 � WINISHE � � . lr�s. F��� b '0 FH EXISTING FIRE HYDRANT GB GRADE BREAK m - - -w- - --- EXISTING WATER GV GAS VALVE 29743 5. MONTEREY ROAD STA 1 +00 TO STA 13+00 - - -G - - EXISTING GAS HP HINGE POINT INT INTERSECTION '� .* Exp. 3/31/03 .�%�,� � - - -T- - - EXISTING TELEPHONE INV INVERT STEVEN J. S V STE RCE 2743 EXP. 3/31/03 DATE AND STA 29+50 TO STA 41 +25 -- �— — EXISTING EDGE OF PAVEMENT LT LEFT a' -0- EXISTING SIGN NTS NOT TO SCALE OC ON CENTER OF CAL\ Cm x x EXISTING FENCE PC POINT OF CURVATURE 6. MONTEREY ROAD STA 41 +25 TO STA 54+00 TREE TO BE REMOVED PIP PROTECT IN PLACE c ------- RIGHT--OF-WAY PT POINT OF TANGENCY w --- — PROPERTY LINE PVMT PAVEMENT 7. SAN AN SELM O STA 1 +00 TO STA 24+00 LU RSP ROCK SLOPE PROTECTION ACCEPTED FOR CONSTRUCTION >— CONSTRUCT 2:1 SLOPE UON RT RIGHT 16 m R/W RIGHT OF WAY Q 4 8 CONSTRUCT PER DETAIL 16, SHEET 14 . DETAILS, CITY STANDARD DRAWINGS i STA STATION — - -- SAWCUT PAVEMENT TC TOP OF CURB .. .. (9 0o � —X—X CONSTRUCT TREE PROTECTION FENCE TP TOP OF PAVEMENT STEV . KAHN, RCE 42350, EXP 3/31/ 4 DATE -� TYP TYPICAL CITY ENGINEER { - = EXISTING AC CURB UON UNLESS OTHERWISE NOTED CD PLACE PAVEMENT REINFORCING FABRIC WV WATER VALVE Y_ i ASPHALT CONCRETE RECONSTRUCTION W/ WITH CD m W/0 WITHOUT 0-) E ASPHALT CONCRETE (MISCELLANEOUS AREA) WS WHITE STRIPE rn M.,....r {. Mme: EXISTING WALL SHEET 1 OF 8 Cn NORTH COAST ENGINEERING INC. copyright © 2000 FLOWLINE DATA STATION FL 9+50 RT 500.42 PAINT CROSSWALK 10+00 RT 500.67 MARKINGS INSTALL CONSTRUCTION AREA SIGNS 10+50 RT 500.84 �'V� C13 "END CONSTRUCTION" ' C18 "ROAD CONSTRUCTION AHEAD" 11+00 RT 501.00 r ON CURBARIL AVE 500' WEST OF J' EL CAMINO REAL 11+50 RT 501.16 4(W4 !` 12+00 RT 501.32 10 � 12+50 RT 501.48 >v'x "' r 13+00 RT 501.64 t3` f 't E1_E C 13+50 RT 501.80 0 20' 40' 80' PAINT TRAFFIC STRIPE, DETAIL 8 �■ 1+50 -- 3+10 o 'L , SCALE: 1`40' = 8 1+50 - 6+60 � 4 1 0 A ® J t( t *4/ , s T"` r PAINT PAVEMENT MARKING (TYP) ' �''/� INSTALL CONSTRUCTION AREA SIGNS �� �Zx , EXIST ap r t' `""./ C13 "END CONSTRUCTION" .�' +` a � ' ' 00, C18 ROAD CONSTRUCTION AHEAD k d f °fm 4 ' ' PAINT TRAFFIC STRIPE, f, INSTALL CONSTRUCTION AREA SIGNS i a ?. r �� " " I ON SANTA YSABEL AVE 250' NORTH w PIGO7 ` �. `' �®, DETAIL 21 C13 END CONSTRUCTION 1r` 1+50 - 13+50 0y'' C18 "ROAD CONSTRUCTION AHEAD" r l OF CURBARIL AVE • ` , a f, ON SINALOA AVE 250 NORTH OF ! ' ��" 0 � l 'f �� CURBARIL AVE r1 /"*� N2 �•d EK6. k .._ 'r \� �`: " , 1 (TYP) %`` .�► TREE " 3`�\ r , f 8 r'{ !� far� s � if PAINT TRAFFIC STRIPE, - iWIV/ ' `''`�' / (TYP) . r '_. 1'Z r e8 — / CONFORM o� Cj DETAIL 27B ,-�r r J ra p �w 1+50 -- 13+50 ! �: ' PAINT TRAFFIC STRIPE, �Zr RO _ r DETAIL 27B - i A� �� , 4�0 p a '� r� ; 5+75 - 13+50 �� f a . --'. _ 1 00 Kelly J , 1 sowl - + - y. •� „t it l 3 1+50 - 2+60 ' ~. 1, �_ -� - s 030-141 020 EXIST 8TREES —�.� 4't _ ' r4 €rEt a INSTALL OBJECT MARKER, _ ��� ; 5 fi � � `` ,fist�t-� .._�.� ���;� :{ ---� � ._,. t:�� - t aa���C TYP E P (R T) ,...,,r......,--�--' "' .�"_~ .-'``"'"...�*rr"' a'�"� �,�,00 ` .���/� �J \ 5 �. 00 10 r+✓ - _ s> , j{ J .J „ Al �r 6 ()o _ ..,.a:.. .... -.,.,a- .--...-.-,..,.... -. -- €s 00 i 1 J - - . 7+00 8+00 � r r u S)_� P / r •,,, __"771 ------ f , n; ___..�------- - '"" 8 030-141-021 LEJ (TYP) .7r ! ; �.t t '. r , _. ..... y _�,.... ._ _�...f:.:� _.. r ��f>�Abr' P--�r- „r,,,..r..-�' I��- �d U 8 2 a _f. 1 r-r r � 3 �. F-i 6 �. �, ,..... =� ( �_ _ .� . w o s �r _ VARIES V) ;� , �. r F' x a 2 t �wr_- �.� J C)rh n IM is w 8' SEE NOTE 3 8 I ` �- -- IM J d 1 C 030-141-022 030--141-023 CONST AC DIKE, U Z TEL POLE TO BE } Vv f f i ci rn V , EG CITY STD 418 AC OVERLAY 2' 2' RELOCATED BY OTHERS ARES VARIES ------------------ ----- 12g qo ..., – – – – – – – – ------------- _ -�� 1� 030-141—061 FG :.` .�.�,, RwEi" ARI L AVE si � � C 0.33 OR SEE FLOW EXIST AC --�.:"........::...:.. .. . .,- LINE DATA THIS SHEET "�'' 8" AB EXIST DRIVEWAY CLASS 2 (TYP) W CLASS 2 > W SECTION W/ DIKE C 0.00 1 3' 23+00 LT - 28+00 LT AC DIKE, CALTRANS TYPE E SEE FLOWLINE 3" AC, TYPE B DATA THIS SHEET 32+85 LT - 42+10 LT 1/2" MAX, MEDIUM .;. LEG !m K 3' EXISTING AC PAVEMENT 3' ' FG PAY LIMITS a AC (MISCELLANEOUS AREA) WIDTH VARIES 25 TO 40 AC OVERLAY EXIST AC NATIVE BACKFILL I -� INSTALL CONSTRUCTION AREA SIGNS C13 END CONSTRUCTION 3" AC, TYPE B NOTES: °� " " 1/2" MAX, MEDIUM 1. AGGREGATE BASE SHALL BE COMPACTED TO A RELATIVE DENSITY OF CONFORM r••1�• C18 "ROAD CONSTRUCTION AHEAD" 2" AC OVERLAY 8" ABS NOT LESS THAN 95%. (TYP) 4 4 ON SOMBRILLA AVE 250' NORTH TYPE B, 1/2" MAX, MEDIUM CLASS 2 8 I OF CURBARIL AVE. 2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND RECOMPACTED I \ = X- ------ TO A RELATIVE DENSITY OF NOT LESS THAN 95%. PAY LIMITS ---� 1 EG - - - - -- - - __ _ --_ - � - •- __ __ __ -_- -- - B --. EXIST AC PAVEMENT AC (MISCELLANEOUS AREA) 3. TEN FEET MINIMUM (10) OR AS DIRECTED BY THE CITY ENGINEER. ...- �:f=l" `- - ` Al r� x� 5 T._"-" -......_ - 19+00 ;} AC (LEVELING) t` 2p ±' -=-_. ,.._._. -'.. - • i ,r�. TYPE B, 3/8" MAX NOTES1. C = CUT = FEET BELOW FINISH GRADE AT DRIVEWAY fTYP 40 r AB (SHOULDER BACKING) ,..r. -, �f;i o THICKNESS VARIES SAW CUT F11_` f .., - U W k _.'� _.. __.._... M. _ .. ....._... _...... , NTS 2. AGGREGATE BASE SHALL BE COMPACTED TO A '' 00 ` NOTES: RELATIVE DENSITY OF NOT LESS THAN 95%. 1. AC (LEVELING) SHALL BE PLACED AS DIRECTED BY THE CITY ENGINEER. " ,,, .�&,91 `��,'�00 s cad 3. THE UPPER 12 OF SUBGRADE SHALL BE -' "`� :I- � 2. THE EXISTING PAVEMENT SHALL BE COLD MILLED AT ALL EXISTING CONCRETE SCARIFIED AND RECOMPACTED TO A RELATIVE ''��=,."" f;, .+ ~ �"_ C?V CURBS & GUTTERS. DENSITY OF NOT LESS THAN 95%. 4p`" 3. AGGREGATE BASE (AB) USED FOR SHOULDER BACKING AND FOR BACKFILLING BEHIND AC DIKES SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 90 PERCENT. DITCH SECTION TYP � OAK NTS PAINT TRAFFIC STRIPE, .• �2 f -'" 'N 5 frf El ° ry DETAIL 27B ~" p0 t� -'c t _, 8 (TYP.) A� ' .13+50 -- 20+50 6 ~' TYPICAL SECTION 23 ,, .� CURBARIL AVENUE 1 1 ` - NTS A 15x00 ; �'v; t3� .. CQ 4 00 CD AL- c H wool 120 PAINT PAVEMENT MARKING (TYP) 25+00 0 IVi PAINT TRAFFIC STRIPE, 0 DETAIL 27B , , ash 13+50 -- 25+50 0 20' 40' 80' � -" �''� 0 l211, PAINT TRAFFIC STRIPE, »=401 .' ' DETAIL 21 '� SCALE. � 13+50 -- 25+50 LU �, N UjIII MIMI! III y REVISIONS ATASCADERO rnNO. BY DATE DESCRIPTION CITY OF rn a Q�o� ss/o,��� Aff0%jMN0RT110 COAST ENGINEERING INC. ��`�``' �. SY4� �`� FY 99-00 ROAD REHABILITATION PROJECTS CIVIL ENGINEERING • LAND SURVEYING PROJECT DEVELOPMENT 29743 CURBARIL AVENUE C.D725 Creston Rd. --- Suite B * Exp. 3/31/03 DATE 1 +00 TO 25+50 M Paso Robles, CA 93446 �� C��`� 239--3127 Cn (805) �of CA�`�Q DATE STEVEN J. SYLVES E .E. J743 EXP. 3/31 03 DATE D (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: B NUMBER SCALE. SHEET: CD JLM JLM/CAC KSS 99-139 1"=40' 2 of 8 CL NORTH COAST ENGINEERING INC. copyright © 2000 OD INSTALL CONSTRUCTION AREA SIGNS + 0 wC13 "END CONSTRUCTION"0 0C18 "ROAD CONSTRUCTION AHEAD" �z -do ON VALLE AVE 250' NORTH OF w CURBARIL AVE. vn 00 Uj a INSTALL CONSTRUCTION AREA SIGNS CK V) C13 "END CONSTRUCTION" w RELOCATE MB F_ Cn>(n C18 "ROAD CONSTRUCTION AHEAD" _j PAINT TRAFFIC STRIPE,DETAIL 27B V) + 0 Z z0z ON PINAL AVE 250' NORTH OF 0 0 t- te) OCURBARIL AVE. _j rn d 28+00-30+10 (n zo< PAINT PAVEMENT A C14 woo CONFORM MARKINGS (TYP.) 00 2 PAINT TRAFFIC STRIPE, . ...................................... DETAIL 21 _j �31 X­__._.,X----­-X------ 25+50 - 37+00 011 + P C140 IV)ca Ci 29+00 30 DI 0� 0 P PP + 0 V, • M13 CONFORM .................................* 32 oo v > 0 ...... T R F1, f'l LL 0 x ----- x x ------------ x x ------- Top, 0- (TYP) 4 (TYP) 2 .... ... x 12 j/` 01-- 0 V/m 4019 'o \_8_/ 8 P P, P 2 TPI-_ .-I L L_illff Ej IN14,4, rn 1vv wm 34 00 Wv 37 00 CONFORM aGM 6"' OAK TEL INSTALL CONSTRUCTION AREA SIGNS m tol WIV7r. x m C13 "END CONSTRUCTION" > !iVA4, ------------ X x x x x _X, TION AHEAD" STOPIPP(I)i PAINT TRAFFIC STRIPE, C18 "ROAD CONSTRUCTION 0 x 0 DETAIL 27B x ON VALLE AVE 250' SOUTH OF 25+50 30+65 /-5-\ X['3T CURBARIL AVE. (TYP) X \8/ CONFORM U) 0 20' 40' 80 I 6=mmmw iE INSTALL CONSTRUCTION AREA SIGNS SCALE: 1 40' C13 "END CONSTRUCTION" C18 "ROAD CONSTRUCTION AHEAD" ON YESAL AVE 250' SOUTH OF CURBARIL AVE. INSTALL CONSTRUCTION AREA SIGNS m C13 "END CONSTRUCTION" ■ C18 "ROAD CONSTRUCTION AHEAD" ON CORTEZ AVE 250' NORTH OF CURBARIL AVE. RILAVENUE va CONFORM tf. At 0 ------- LL1 z CO 0 C,7 V Q 49 0 too PP INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" 73, C18 "ROAD CONSTRUCTION AHEAD" 41 ON CASTANO AVE 250' NORTH OF (4) z CURBARIL AVE. 00 (0 189 kol W&f 0 1 P/ Co C,) L40 I/- CY) C) 0) 9 -1,-3 P- 5' R (TYP.) 100, & 0 M8(4 PAINT TRAFFIC STRIPE, 0 DETAIL 21 1K 771 I- 4;�o 37+00 - 49+50 (TYP) 0 /7 24" TREE_ !0 40 00 '�'� J w ® /'� �6 .010, PP 0 5-\ (TYP) JDP wj Iffvm Wm CONFORM CIV !41 00 .00, low, 001! >1 .. . . . . . . . V\ 1A 7 ry, TO 000000- 42 M8 1P . . . . 00 VV 10 44 00 0 20' 40' 80' 4 (TYP) 43+00 6mmmmli 60mmommumm,14 \8/ 1vv SCALE: 1"=40' PP CONFORM 2 0 ill 7 (TYP) C) (P CONFORM CD VIA, CD 40 ;oA C�j �4 INSTALL CONSTRUCTION AREA SIGNS Ar 'M co C13 "END CONSTRUCTION" C�) RARIL AVENUE C18 "ROAD CONSTRUCTION AHEAD" ­96 ON CORTEZ AVE 250' SOUTH OF 0 CURBARIL AVE. CD INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" C18 "ROAD CONSTRUCTION AHEAD" ON CASTANO AVE 250' SOUTH OF CURBARIL AVE. C-) Uj Cn REVISIONS NO. BY DATE DESCRIPTION C ITY O F A T A S C A D E R 0 .4 Cn -00 ROAD REHABILITATION PROJECTS In FY 99 A 10%iff NORTu COAST ENGINEERING INC. 3. sy4lel CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT Q , JIIL:► 29743 CURBARIL AVENUE CD Exp. 3/31/03 725 Creston Rd. Suite B 25+50 TO 49+50 M DATE Cn Paso Robles, CA 93446 m 805 239--3127 239-3127 OF CAO�- DATE --TFVFN J. SYLV JER (2.C.E. 29743 EXP. 3/31 03 DATE (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NTjMBER SCALE: SHEET: CD JLM JLM/CAC KSS 99-139 31 oil Ll 4 3 OF 8 Cf) CD NORTH COAST ENGINEERING INC. copyright (0 2000 Cf) ............ r„ �-----'"" 0 20' 40' 80' TT mmmmmi r SCALE. 1 ')-=40 M PAINT TRAFFIC STRIPE, DETAIL 21 I?ftw 0 W 49+50 - 61+00I? > IAJ _.__ _ _ . x s; � �. \ 'r 61 00 L _ -.r ', , . ` ~50 00 ------ me(0W60 00 59+00 51 00 1 " ", � YRr 00 52 0p �U too _... s " ^ , .,. . ;.7" 77 00 13' 54 p ' :U — ; V 4 PAINT PAVEMENT MARKING (TYP) ,1 7 STOP Z' h ­­ A .._.,_.....1 $ 5 (TYP) 8 Ile .000, 0 C14 1000, CONFORM CURBARIL AVENNUE 100, INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" C18 "ROAD CONSTRUCTION AHEAD" ON GABARDA AVE 250' EAST OF CURBARIL AVE INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" C18 "ROAD CONSTRUCTION AHEAD" ON SYCAMORE AVE 500' WEST OF CURBARIL AVE 0r , T l� r i /y ' co 0 20 40 80 5 i6mommi A.► (TYP) 7. r i �p r��fNO,% G. CONFORM q 8 PAINT PAVEMENT MARKING (TYP) -� r'= i .-° SCALE: 1"=40' r _. .-.w_. ,.�• VA s r I E]�fug15 }��/- C l4`)'.Y(2) IV 2 62 00 63+00 x DI CD01j 0 CNIJ f --....,.,.,,........... .� c ® p 7 : 8 (TYP) a¢ � W PAINT TRAFFIC STRIPE, Q_ DETAIL 21 m x CD w 61+00 - 65+00 z ,� INSTALL CONSTRUCTION AREA SIGNS tv w z ® C13 "END CONSTRUCTION" o: C18 "ROAD CONSTRUCTION AHEAD" �URBARIL AVE N STATE TE 41 500' NORTH OF +oz CURBARIL AVENUE L-Li Cf) CD VI I N S ITY OATASCADERO i NO. BY DATE DESCRIPTION 0 eRE Cn ld%JMNOR Q T�I COAST INC. ,��`� �. syr FY 99-00 ROAD REHABILITATION PROJECTS CIVIL ENGINEERING v LAND SURVEYING • PROJECT DEVELOPMENT 29743 CURBARIL A 725 Creston Rd. — Suite B * EXE / 1/0 * 49+50 TO 66+50 Paso Robles, CA 93446 DATE (805) 239-3127C/0- OF CAO O���P DATE STEVEN J. SYLV R C.E. 29743 EXP. 3/31 03 DATE (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CD C JLM JLM/CAC KSS 99-139 1"=40' 4 of 8 NORTH COAST ENGINEERING INC. copyright Q 2000 PAY LIMITS REPLACE ASPHALT CONCRETE PAVEMENT d 3' 24' 3' -n 0 c� HP REMOVE EXIST AC SEE FG DATA C) THIS SHEET 2" AC (OVERLAY) 5 (TYP) I TYPE B 1/2" MAX, MED 8 2% ' Z G vlm PP %6 ------------ RR,, 3+00 --� PAINT PAVEMENT MARKING (TYP) 3" TYPE B AC REMOVE EXIST AC a _ 3/4" MAX, COARSE £h ,k't, ./�'�., f . ! `4 /" ` r"" ....,,,�„ 10" AB q !\~` ``�. .,--4-...�°�`� 1`,, ,J''+, t'`'. '��`,, !gip`.,., ,!, '`�•• ~ r �= CLASS 2 sp P ` RSP FABRIC ° ,, '�• ` TYPE B, NON—WOVEN ®:n r�!`� `` ~ V NOTES: 1. AGGREGATE BASE (AB) SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT. ziLg0 20 40 80 2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND RECOMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT. i 3. AGGREGATE BASE (AB) USED FOR SHOULDER BACKING SHALL BE COMPACTED SCALE: 1 =40) TO A RELATIVE DENSITY OF NOT LESS THAN 90 PERCENT. INSTALL CONSTRUCTION AREA SIGNS PLACE PAVEMENT REINFORCING C13 END CONSTRUCTION FABRIC (TYP) A< y ~ C18 "ROAD WORK AHEAD" •,, k t , ON MONTEREY ROAD 500' SOUTH OF CONFORM STA 1+00 \ TYPICAL PAVEMENT REPLACEMENT SECTION > ----------- ° MONTEREY ROAD ' w~ \x x (� ! $ STA 37+50 —' STA 40+00 NTS y`x ! r X�� fit t" HP 3 32 1 -, k ., E _r ,t EXISTING AC PAVEMENT �'`°p " )MAX, MED PAINT DETAIL 21 NO PARKING 2" AC, (OVERLAY TYPE B 1/2 EXIST CONC CURB `'f ',. "4. t , ,. '4, % ZONE STRIPE, STA 1+00 STA 13+00 ` GUTTER AND SIDEWALKf ---------------- -------------------------- ---------------- \ ! 1 X ,fx x p EXIST AC PAVEMENT 3 2 n `'� 0 $ $ (TYP) �'~ � �!x AC LEVELING -�,' '"�� � ;,>', J°.�> ., .,,, •,, TYPE B, 3/$ MAX k, A, ~M1 ``kt! MONTEREYROAD \\\\ NOTES: f 1 AC (LEVELING) SHALL BE PLACED AS DIRECTED BY THE CITY ENGINEER. `° ~ �``°�� ~ 2. PAVEMENT REINFORCING FABRIC SHALL BE PLACED AFTER PLACEMENT OF AC (LEVELING). INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" 3. AGGREGATE BASE (AB) USED FOR SHOULDER BACKING SHALL BE COMPACTED ' �< " ��� ' , �• C18 ROAD WORK AHEAD TO A RELATIVE DENSITY OF NOT LESS THAN 90 PERCENT. ON GRAVES CREEK ROAD ROAD 250' WEST OF MONTEREY ROAD �X ,x ,, ! 7 ` TYPICAL SECTION F ..^ 4 �x p p .� .,� 14,0 MONTEREY ROADf' 0 20' 40' 80' .1- STA 1+00 -- STA 13+00 Immmmomml NTS ... °'X SCALE: 1 =40 � ` ` "<Dx o y O . Q PAVEMENT REPLACEMENT FINISH GRADE DATA 11�c STATION ELEVATION \ �� ! O W w 37+50 CONFORM `'' 0 cr C7 5 > � 38+00 504.35 01 (TYP) 8 Q w 38+50 503.71 C7 a U O F .. 7 39+00 503.07 � ' d rc 1 1 { JJ d.-_. X / { �ma 4� f[°"Fv ......._.-_.. A/ I • Y ,. � 39+50 502 43 �._ ____.___ ___.__.._. M In G• 40+00 CONFORM m � lv ___. i aC PLACE PAVEMENT REINFORCING 2 f t----� ,;;:°_--�-,-.�-i _"-_�-__, � ,� 7 r +ca h- t7 FABRIC (TYP) -------- (TYP) , . ._- , .F _,_"..._.... _ €� �m W w O � jw 35+00 `" - t _ _ ,G•- �- � ..r•""'", � .....t r��,/!''tY. ` `'`4 'kyil��''t,!'" y ,� A,. i/ rrt J i ,_ _-"•� ;s4 4, r.l ,,rs , j. ,, .. ` ``,t'�;.s^,.�..,s k,�„. �`+ 'e'+✓ k <'!'L'� l''" ?� >\ P'C ; ✓ ,.." P ..., � !/ \! �,w�-; !' �y ti \ "h't w .�4 .J^,b..,, d* '.5f,._.,_."^y.t `.r„r \...ice_ ✓'✓0 r'Vi ` r.A '4 ""„v. �', ✓c, . °t `,,i, w` — _ , �,.,,. /1%11.. ."- «� ,�i. --^ � ,, ',, t "i a t 'y,.r� a`< „'` .._..-.-..., _1,.. ..�_., ;s{„ -...rh,../_-'a-�`—`-,_y,.�'`l�. r" r� k'' ,ar` `; E".... , a e„4 ,"Jr•._ .!"=4,ti y ��`�. 0,. r\`kms' .0 T,. (y.l 'T- ``\1 �,✓ �r ✓` ,! Yvx ` fr A ,�! ..,,.- --V;,.,_. .x / \-;'a....._ r"w' .� ,. .�,/� ~�,a - .. .., f u. -' • Q .. t h r yrA , , 7 _ ,�� Qy� ....."'". —,,�,, f,tr- :t, ""'"`..—....., _ 39 � tt4 ? ``r�.`r��."3 ,s W /t t / r 7 ?�f71 fo �w t t� f rF .' .,,F,,:a t pp, .�'" _ ,/ to ,� ,r� " °' PAINT DETAIL 21 NO . ;dr /;p (� OP � _ _ ___ ..... I t v PASSING ZONE STRIPE , , -- ..� 4p ;� ro �, x M-- X ---' STA 29+50 -- STA 41+25 ffi`y i {,.A K 0 .. N� ``L,, ',,l,r^ w! - 1"`e 's,,,t '•.�,/�`'` !; L *, �L/ � Zg+flO - ��,, " � � ."."--^. <'l✓ w rG. tr .11A ,� CD J VV p m "'' CONFORM PAINT PAVEMENT MARKING {TYP) ; / - `:� ``° I ! i 2 L7�? y` i lir " m Cts �` { , t :_/�° _ - - X MONTEREY ROAD - � Lf-( 011 TEMPORARY BENCH MARK N NAIL & SHINER + CD ELEV=500.00' w W INSTALL CONSTRUCTION AREA SIGNS CD C13 "END CONSTRUCTION" REVISION S C18 "ROAD WORK AHEAD" CITY ATASCADER0 iON CAMPO ROAD ROAD 250' EAST OFSs�� N0BY DATE DESCRIPTIONOF C, MONTEREY ROAD O QR�F �gl . §A^Aff NORTH COAST ENGINEERING INC. AN syrFY 99-00 STREET REHABILITATION PROJECTS n.. ® CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT 29743 MONTEREY ROAD 725 Creston Rd. — Suite B * Exp. 3/31/03 * 1 +00 TO 13+00 AND 29+50 TO 41 +25 Ir Paso Robles, CA 93446 DATE s�,� CIVIL ��P d0040 (805) 239-3127 I `''� OF CA�r�Q DATE TEVEN J. SYLVE E E. 29743 EXP. 3 31 fJ3 DATE (805) 927--8651 DESIGNED BY' DRAWN BY: CHECKED BY: nB NU BER SCALE: SHEET: JLM JLM/CAC KSS 99-139 1"=40' 5 of 8 0 NORTH COAST ENGINEERING INC. copyright (D 2000 tAG 0 p NSSI OETNIk- 21 t4 P, 54+00 Ln S'T 'Sip, 4A+25 W T EXIS EXIS,- En 24" OAKS 6 w "T w :WANK-. V 0 Pp < �K > x F,✓ I . , ..- . - , ] < X, X I X /I 42tOO -V\ IN x X x 77 �7, F r. 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As ZHA I I \jsEID V0?'0 t4ol Ii OIF ACC f Psf T� Vb) of ssl 0"VIVE PGGpf-G X U\ke fo 10 PCT, sec-T jotA 446 omp too of JOS 93 -7"1 gobillleS, -74 r)-7 1111111111111111,iiiiillillilli (3so cn (e)05) ?-39—J, ) 92-7,BC)5A CIO IG,p`I.` 4+0() 50 pii, (B05 15U, sT S-Tp, 40+0 is LO cin co �-4 a) if A PAINT CROSSWALK MARKING 2+00 INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" C18 "ROAD WORK AHEAD" PAINT DETAIL 21 NO PASSING ZONE STRIPE STA 1+57 STA 13+00 (TYP) 1 8 3 STA 1+50 STA 4+90 w 8 EX'IS T TE1 CA TV POY3 PF 4 3s I X ,------- x X X - X ----------- X x -------- X X ...... X ------- 0 "o f/ a. A� 7E iLl W P CL_ rwo -- ------------ w 2- C> ------- ----------- ll� Z, 7�1 _N_7__K_­,_1�_,_3: S Cf> 11+00 __00 W�701 F__ 0 4�; S�jll 1A �j ___&+00 17+.00 12+00 13 2+00 3+00 0 7 K Al x/ iJ x Xf r" / wv I . I , ­-I'l-Y __/ ]_,_,_Z�_ 0 "N S3 ------ __..._•_.----- v 144— K----------- x ------------x mm E PP w KIV X - ----------- xSTOP0 z \`1 S 7' x P ------ ------ OAK 7' �,'OCKS 24" OAK 4// ✓ 4 (TYP) 2 5 (TYP) EXSTI-1 < 3 STA 1+50 - STA 2+75 8 (TYP) 8 8 PAINT PAVEMENT 12 OAK 2 8 PLACE PAVEMENT REINFORCING FABRIC (TYP) MARKING (TYP) 0 fsi z 0 AL EL a ME AMU 0 INSTALL CONSTRUCTION AREA SIGNS -30 A 11 Lim AVENUE C13 "END CONSTRUCTION" A NtSh Ew L 0 C18 "ROAD WORK AHEAD" INSTALL CONSTRUCTION AREA SIGNS ON CAYUCOS AVE 250' EAST OF SAN 0 A*0% C13 "END CONSTRUCTION" U_ V) ANSELMO AVE Ini z z C18 "ROAD WORK AHEAD' 00 �NSELMOSAA�VE 250' EAST OF SAN 0 0 > 0 20' 40' 80' 1�_ z < i I LO 0 woo" + w SCALE: 1 =40 INSTALL CONSTRUCTION AREA SIGNS INSTALL CONSTRUCTION AREA SIGNS C13 "END CONSTRUCTION" C13 "END CONSTRUCTION" C18 "ROAD WORK AHEAD" C18 "ROAD WORK AHEAD' ON COLIMA RD 250' WEST OF SAN ANSELMO ON ROSITA AVE 250' WEST OF SAN AVE < ANSELMO AVE v 1) STA.15+30 STA. 16+10 3 0 00z_ 0 I 0 EXIST,31 Fl-i ROCK, /4\ (TYP) 7EL J 0 8j RELOCATE EXIST SPEED LIMIT SIGN WOOD B E N�_iLi )7­­ C:: _7 a4 71 0 -7�YOAK M/ PASSING ZONE STRIPE 0VIV PAINT DETAIL 21 NO 0- J STA 13+00 STA 24+00 -------- _A� /'­ PP --------- 29+00 INSTALL CONSTRUCTION AREA SIGNS prl! (TYP) + 24 00 PP C13 "END CONSTRUCTION" _i4l %-�Lw 1K C18 "ROAD WORK AHEAD" 2 (TYP) --------------- 4 8 --- 0) T, u wv go-Z I ----------- (TYP) + ------ Ce> REINFORCING FABRIC 7 PLACE PAVEMENT f +()0 x, th KIV 22+00 (TYP) 01 8 21+00 F El ,a 13 TRa' mss RL ;A 24 T- __E_ 0 INSTALL CONSTRUCTION AREA SIGNS MARKING (TYP) C13 "END CONSTRUCTION" PAINT PAVEMENT (TYP) C18 "ROAD WORK AHEAD" ON ROSITA AVE 250' EAST OF SAN or INSTALL CONSTRUCTION AREA SIGNS 31 24' 3* ANSELMO AVE C13 "END CONSTRUCTION" o HP ------- OU EXISTING AC PAVEMENT C18 "ROAD WORK AHEAD" INSTALL CONSTRUCTION AREA SIGNS ON DOLORES AVE 250' EAST OF SAN C13 "END CONSTRUCTION" 0 20' 40' 80' ANSELMO AVE 01 2- AC (OVERLAY) C18 "ROAD WORK AHEAD" TYPE B, 1/2" MAX, MEDIUM ✓ ON TRANQUILLA AVE 250' EAST OF SAN C> ANSELMO AVE EG SCALE: 1"=40' -------------------------------------------- CD EXIST AC PAVEMENT ----- EL Is Ala via A ON E3 E L MA(A) A V N sun E 0) —AC LEVELING COURSE NOTES: 1. AC LEVELING COURSE SHALL BE PLACED AS DIRECTED BY THE CITY Uj Uj ENGINEER. cn CD 2. PAVEMENT REINFORCING FABRIC SHALL BE PLACED AFTER PLACEMENT OF AC LEVELING COURSE. REVISIONS 0-) NO. BY DATE DESCRIPTION C ITY O F A T A S C A D E R O CD 3. AGGREGATE BASE (AB) USED FOR SHOULDER BACKING AND FOR BACKFILLING Cn BHAN SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESSORInn' COAST ENGINEERIC. S 90 PERCENT. Y� FY 99-00 STREET REHABILITATION PROJECTS CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT it AIIIIIIII1111111! 29743 SAN ANSELMO AVENUE U_ CD Exp. 3/31/03 m: 725 Creston Rd. — Suite B 1 +00 TO 24+00 TYPICAL REHABILITATION SECTION DATE 0-) Paso Robles, CA 93446 G NTS .0 1� &0 46 0-) (8 5) 239-3127 xS7�0 _..g 1 � 01 DATE STEVEN-J.-SYLVE7TEP R.C.-El 29743 rXP. 3/31 03 -DATE OF CA_\� (805) 927-8651 DESIGNED BY. DRAWN BY: CHECKED BY: B NUMBTR SCALE: SHEET: CD $10 rr n JLM JLM/CAC KSS 99-136 1 =40' 7 OF 8 co NORTH COAST ENGINEERING INC. copyright (C) 2000 8 Li 117 00 Al IT V REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 1/2- R. - REUSE EXISTING VALVE BOX AND COVER CONST CLASS A CONC COLLAR a 6" 1-1 2" ►, - EXPANSION JOINT FILLER 1/2" RAD:---• 3/4" RAD. 4 .�'.- \a SAW CUT EXIST AC EXPANSION JOINT A ° .d P �C.✓fl!..✓'.a°r;.`wt,�jIF f�/A�� i A O. PAVEMENT3" 5" 3" NOTE: 8 THIS DETAIL SHALL BE USED FOR THE " ° \�/\\// \\/\\/ ADJUSTMENT OF SANITARY SEWER PAY LIMITS �//% AC RECONSTRUCTION 16 �? WIDTH TO \//\,; \.� ( ) ion THIS POINT / \� CLEAN-OUTS AND SURVEY MONUMENT { WELLS. Q_ 6" AN U_ i ' © A.C. TYPE "B" w w STRUCTURE Com' EXTEND EXISTING w RISER AS REQUIRED6' BACKFILL STRUCTURE' -j' ' BACKFILL _j __.i REUSE EXIST FRAME AND COVER EXIST AC " ¢ =Q EXIST AC, THICKNESS TYPE C A.C. DIKE CONST CLASS A CONC COLLAR ( AC OVERLAY __ cYa W VARIES 1/4" LIP (TYP) AC OVERLAY { SPLICE AND EXTEND _ w �¢ LOCATOR WIRE \ -. �- EXIST AC PAVEMENT WIDTH MEASURED TO THIS POINT AS REQUIRED �z -; a _ J --------------------- ---------------------- PAVEMENT SURFACE 6„ 1-1/2„ 18" � NOTE 8'� :._- t AFTER COLD MILLING ,. .;. � . _ -� _ REUSE EXIST VALVE EXIST CONC CURB & " EXPANSION JOINTS ` BOX AND COVER Q SHALL BE PLACED INSTALL 3" OR 6" RISER RING ; ' GUTTER OR CROSS GUTTER COLD MILLING DEPTH AT GUTTER --- - 3" " ( w AT 25' INTERVALS, , " (9 MAXIMUM). ' } LIP TO MATCH OVERLAY THICKNESS \ ` , EXIST AB • 6" 3/4 RAD. 1/4�- � � AT ENDS OF ALL `' �� 3" I-- CURB RETURNS, AND r.._µ..:: �- EACH SIDE OF DRIVE- ,x f 4:;_.... - H \ \ " WAY DEPRESSIONS. e a N 3 " 1/2 RAD. » �, ��. ..� .. `� 1-3 4 THE INTERVALS BETWEEN EXPANSION " 1/2" 0 x 18" 14" —�-- JOINTS SHALL VARY ?i 1 a 6 MIN AC OR MATCH EXISTING PAVEMENT TO ALLOW MATCHING NOTE: '' _ _"-_- " �1__ ' I THICKNESS SEE NOTES 1 GREASED SMOOTH ° DOWEL OR #4 Y OF JOINTS ADJACENT REUSE EXISTING RISER RINGS OR ; '', K11 " r j,4 , r f` i`t 4 ° ' b 1 ' • q EXISTING IMPROVE- RINGS AS __..__.__._,_. ! _.._._.-.__ ` f% �',; AND 2 REBAR W/SLEEVE N - f4f COMPACT SUBGRADE FURNISH H E RISER STRUCTURE BRCKFILL. MENTS. R PED = r, Q AT ALL EXPANSION REQUIRED. BROKEN OR CHIP wl... SEE NOTE 3 r. JOINTS AND ' RISER RINGS SHALL NOT BE NOTE; USED UNLESS APPROVED BY THE CONSTRUCTION JOINTS. TYPE A ° 4 1. AC FOR PAVEMENT RECONSTRUCTION SHALL CITY ENGINEER. BE TYPE B, 3/4 MAX, MEDIUM GRADING +,...� 3 �., ✓AYf. ,....... ° SECTION " 2. AC SHALL BE PLACED IN LAYERS IN CONFORMANCE WITH SECTION 39-6 OF THE STANDARD SPECIFICATIONS. TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. �1) 2) DIKE TO BE TYPE 'B' A.C. 3. THE UPPER 12" OF SUBGRADE SHALL BE (3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. COMPACTED TO A RELATIVE DENSITY OF NOT CURING METHOD - LESS THAN 95�. CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. MANHOLE COVER AND WATER VALVE BOX ADJUSTMENT TYPICAL COLD MILLING TYPICAL PAVEMENT RECONSTRUCTION 1 2 NTS 4 FRAME ADJUSTMENT NTS NTS DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. NTS DESIGNED BY: S.J.S. DATE:292 CU RBS 41 FILE NAME: AT418.D WG REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10/92 �5 3 8 4 r - " � " - - Y " - - - " ` . RECONST DIKE 5' OR AS DIRECTED ��- - - - - - - - _ - J r BACK OF CURB BY THE CITY ENGINEER L _ y ' _ - - j 6 AC OVERLAY F.H. SEWER LATERAL, 12" MIN. 7 PROPERTY _Y5 18" 2 °`_ :< \ \ \ \ \ \ \' EG SAND COVE \//\// /\//\//\//\/\//\i LINE w © _ PIPE JOINT (TYP) SPLIC •� � \\ 12 GRAVEL - � 12"-1 1'-6" MIN. ,.,::•.;,.'._ //\\/\\/� BASE EXIST DIKE -- AC OVERLAY- WATER VERLAY -- WATER MAIN 6" MIN. ETER - SAND BASE EXIST AC i i4 } STOPDETACHED DET.ACHED SIDEWAL,K OR CURB ONLY EXIST AC EXIST DRIVEWAY SEWER LATERAL CONSTRUCTION NOTES: 0¢ FACE OF CURB AC (OVERLAY) i PROPERTY Y� TYPE B, 1/2 MAX, MEDIUM �:../ CORP STOP (SALVAGE EXISTING) NOTES: LINE caw m05 F.H. -� 2 REPLACE LENGTH OF EXISTING SERVICE PIPE PER 1. RECONSTRUCTED DIKE MAY BE PLACED OVER EXISTING DIKE OR EXISTING 12"--I 18" 1'if-6" MIN. ATASCADERO MUTUAL WATER COMPANY WATER DIKE MAY BE REMOVED. SERVICE CONNECTIONS' STANDARDS AND DETAILS �, 2. RECONSTRUCTED DIKE SHALL CONFORM TO CITY STD 418. C> WATER MAIN ANGLE STOP (SALVAGE EXISTING) m STOPMETERCURB AND SIDEWALK 4 CUSTOMER VALVE (SALVAGE EXISTING) T O METER BOX (SALVAGE EXISTING) c' SEER AT RA ADAPTER - (SALVAGE EXISTING) `r' CL F.H. 7 ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOP � PROPERTY F.H. CD LINE �I METER (SALVAGE EXISTING) --� �--1z" i'-6" MIN. TYPICAL DRIVEWAY CONFORM PAVING WATER MAIN 5 WATER SERVICE RELOCATION TYPICAL DIKE RECONSTRUCTION NTS C° 7 NTS 7 NTS METER STOP WITHOUT CURB ANI? SIDEWALK LU Cn NOTE: ALL BOXES ARE STANDARD METER BOXES. REVISIONS Vl S C D N S -- CITY OF ATASCADERO N0. BY DATE DESCRIPTION a QRo�EssioNq� Cn 71-x mNCRTf� CGIAST ENGINEERfNG INC. ��� �. sY� F� FY 99-O+D STREET REHABILITATION PROJECTS � CITY OF ATASCADERO �' � �F,S�, �� DRAWN o R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: CIVIL ENGINEERING - LAND SURVEYING • PROJECT DEVELOPMENT S.J.S. DETAILS WATER SERVICE HYDRANT 29743 i 2/27'7/92 / 7 a 1 NAME:FILE LOCATIONS 725 Creston Rd. -- Suite B * EXp. 3/31/03 * DATE i AT701.D We Cn Paso Robles, CA 93446 LrI (805) 239-3127 S�'4T� ��v'� QR�\P DATE— SEVEN J. S STER R.C.E. 29743 EXP. 3/31 ~ DATE CAS\F (805) 927--8651 DESIGNED BY: DRAWN BY: CHECKED JOB UMBER SCALE: SHEET: CD rr JBN/JLM JLM JBN 99139 AS NOTED 8 of 8 CD NORTH COAST ENGINEERING INC. copyright C7c, 1999