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HomeMy WebLinkAbout1992 - Del Rio Road l 711 POST MILES SHEET TOTA � DIST, COUNTY ROUTETOTAL PROJECT NO. SEE All CiQ• '$ t'•. •' 9 � 1 PLANS APPROVAL DATE c e° G CONSTRUCTION NOTES w OEO ROAD ALL CONSTRUCTION WORD' AND 'INSTALLATIONS SHALL CONFORM TO CALTRANS STANDARDS AND SPE ' CIFICATIONS, AND ALL WORK SHALL BE � e °`a, 4, 1 ei'e � ao a° sere°�`T9q SUBJECT TO THE APPROVAL OF THE CALTRANS INSPECTOR. ��E ,, ��, `' d• fir- - �8 s q`e c Pvm• Cr'�"'°� ` �� eR ' « °° ��� °q�, " ` �? SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CALTRANS STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST RESULTS *` ' Cit. ,,.WeY r �•Q.ffry Mrd 6,ff ,¢. . a �► . ' SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE ,a0 91 MATERIAL. S• o. Arr a 4n4 COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND • i Q. U= �°. � � �'Ft° d av SAID TESTS SHALL ROAaEY a ,s ' s�' "qe. ' ° ° ° MATERIAL PLACED AS SPECIFIED BY CALTRANS.Haibctd Fi.)�ci / SCHOOL � Q' 0 l.Ot)US !u Q�e �. ve `',�Q� ` ro,ai 9' }} BE APPROVED BY CALTRANS PRIOR TO PLACING OF THE NEXT MATERIAL. y o pQ J9 Ave. Pve 't hrtVe eZ, .b Q vo �c V �d 9 !! y6 " �° �.<,, 4. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION lita Av A "� �� OF 95`� IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE AT wD EE R 0 `` ���a" via ° ! �" s ve. a 6, rdie ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS r 1• a< `. A" � T SCADS tt � . ARDILIAQ� LP, a'o� pie qF�C pe,� + 4rr' JR.HIGH SCI BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL aBE COMPACTED TO 90% RELATIVE COMPACTION. a 4, �•GI7Y /y ... 4., �. t'`y pff "94 'Q•tJcl/ Q 4 LI•.OtMHY �• ^� 9 qto o Ave, v e b,. o F; q9G,, pvenuPO a` 5 A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED < C, d o F Cl- Av,e BY CALTRANS. e �,fa. � q4 Ave• �lV�� Nacfmfe'� ma q�a�aG�Xa ��\ , � HIGH U ,L/ �,Nra ' `'°SH°O` AN EFFORT HAS BEEN MADE TO. DEFINE THE LOCATION OF UNDERGROUND _ drP pita V sta dry'gj� � a a gn (r.•tr :sags ;aaa 4P An. „ s��� FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY - 1c « .o u�,yo 0 Rh`9 `'`•,° at An es ve. yr .. t;f,., •+ ...,- � AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN O Ge"°, p" Y O AND 'THEIR LOCATION WHERE SHOWN IS APPROXIMATE. CONSTRUCTION crrl, ' e _enmente a 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE aop0 `"roC �°�u cid �� 4RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND ;C10 UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING . • ,,,,��~ �`� � oy � �p 4 av�tuue THE COURSE OF CONSTRUCTION Or THE PROJECT. .1 _ cti�`�._.,-Aver a. "� •....6.N. ,T `op�,yc ZI4 7. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1--800-642-2444 AT LEAST 2--10 DAYS LA r -. .w.. m_ _ U, .' -PO ----• BEFORE BEGINNING EXCAVATION AND 'SHALL VERIFY THE LOCATION OF It m rbc cue `fie ,• 0''4�� Pne �� ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF ,.`� 1i�n�1 Ifv� . � 04 EACH COMPANY WILL BE PRESENT DURING EXCAVATION. Q• H.If,,__s Kt•• h/ �,Std�ita P , a 4.• � AY ! Ra7ft f Dos` - 6• A CALTRANS ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE u t n 1 o a+R At1 WITHIN THE PUBLIC RIGHT—OF—WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. VICINITY MAP 4. THE CALTRANS INSPECTOR MAY REQUEST REVISIONS IN THE---PLANS TO wry SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. I • i S 10. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR :THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS—BUILT DRAWINGS. NO CHANGES*. SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CALTRANS INSPECTOR. H. ALL"UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE: . /2. IN THE EVENT THAT THE CONTRACTOR`NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE Q RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 49/"11it49 14�644 15. EXISTING PAVING SHALL BE CUT JN ACCORDANCE WITH CALTRANS --�------ - STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT r t STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. STRUCTURAL SECTION, SMALL BE INSPECTED BY CALTRANS INSPECTOR PRIOR TO PLACEMENT OF BASE. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A LICENSED LAND SURVEYOR IN THE STATE OF CALIFORNIA AS REQUIRED BY STATE LAW, , A /S. OFF—SITE GRADING OR OTHER CONSTRUCTION WORK IS NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE O '—SITE PROPERTY OWNER. /(o. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME 71140 !",y T SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT. THIS .[�►jl.E 1 INCLUDES SAFETY OF ALL PERSONS AND PROPERTY, THAT' THIS PROJECT REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH ��� /�t1� IMPROVEMENTS, THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIA82LITY ' ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL. COVER EE x l7. THE CONTRACTOR SHALL MAINTAIN TWO--WAY 'TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE IN ACCOAKIO 9149:71 zV0449RDANCE WITH CURRENT CALTR h�88 C•��`�' G EX/�7"/Ny^ F'CC f�/LL�iE' '� DITCH ._.. MANUAL.°� BOOKNLl TREET CLO URE WILL FOR TRAFFIC CONTROL D BE PERMITTED.WORK AREA TRAFFIC CONTROL HAND UNLINED DTH EAST SIDE HIGHWAY 01 nitro off' ��c'/17C�� �Pfr/L /8. GRADE CONSTRUCTION STAKES SHALL BE SET $Y LICENSED LAND /? �9C� T�' . • _ : UNLINED DITCH EAST SIDS HIGHWAY 101 , T` _SURVEYOR- IN—'THE STATE OF CALIFORNIA PGG 21,606 1 6141776,A� U. NO CONSTRUCTION SHALL BE STARTED WITHOUT AN ENCROACHMENT 7:4 (�'� DEL IIC =RC)AD -- NCRTHlCaUN® E�-- � PERMIT APPROVED BY CALTRANS. CALTRANS SHALL BE NOTIFIED AT LEAST 6 HOURS PRIOR TO STARTING CONSTRUCTION, .. CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION . \ N _ FX/57"/Nq' 4;41Ae01V7141_ 5 DEL. RIC) ROAD STORM DRAIN TO CALTRANS WILL BE REJECTED-,AND WILL, BE 'AT THE CONTRACTOR'S ` C Xel"t,445 647 /,)e:= AeML AND/OR OWNER' S RISK AND EXPENSE. �!! ALL METAL BEAM GUARDRAIL, POSTS , TERMINAL SECTIONS, ANCHORS , 1►/p��� , ��, �y�, � DETAIL. SHEET ETC. TO BE REMOVED, SHALL BE SALVAGED AND DELIVERED TO THE v SSE NOTA" �� CALTRANS MAINTENANCE YARD IN TEMPLETON. �c� pro �✓�Y.k „Foie complete D/W and Accurate Access D�ta, see n/ Record Maps at District +Office" :57V 411 :Izaw COVER SHEET CAMINO REAL FASHION OUTLET— 2100 EL CAMINO REAL, ATASCADERO GOLDEN WEST DEVELOPMENT CORP & CALIFORNIA FACTORY STORES \ REV. DESCRIPTIONSIS' CITY DESIGNED GR. DATE GR. DATE °p `r Q,,'gin�. UESTA ENGINEERING DRAWN y # 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 JOB N0. so5� 466 --6827 92-005 ` SHEET 7— IJOHN FALKENSTIEN R.C.E. 33760 EXP. 6 30L94 OF a b. �.ae r✓fl �� y, .gin -,-n.n,auw,..-,.r++^.�d.«.✓ .xm...-.-,.,,.-........,e..cm.-..+.:.... ........._.... ...,....acrrv.,,!ru..;a%,�..r..r-r+F...ewr.r..._....._..-»..-,-«,..,..,.rt..u..,,,.ens..- .. ... .. .._ .. ..._... ...,................ ........... ..........,,.... __......«,,.....,....,.,..-...,.,_... «.,.._«...___ ..r-„e«,.n..:. n. ,.-._<............. ..«r..w. ar.«...,.-.,_.,. __-•-•._.t.Y..............,...,....._.,.«......__._.-....- +•v.m.,s.,m:...v..- .- =..wx .....n.,...... . __ . . __ _ _ _ _ . _ _ _ _ _ _ 11 .;, << , - .._ . ..,\ / ,, :h.:,P:... j i `.yx , 1111\ ryv , Y� '< . e x , .'.. t 13 ly, 11, -- , 1�t �+ I'�{ {fit t�1 i . . POST RILES:; S�iEET L�.IAL! Cau23TX ROUTE TOTAL PR ECT UO. 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DAZE e-6 f l�':177 , "" ". i� DESIGNED UESTA ENGINEERING DRAWN PR ILE - ,,x 6717 MORRO ROAD ,� " HII ATASADERO, CALIFORNIA 93422 JOB N0. r » 805 466-6827 b Tl '� .♦....,�;„ 1Z CAL.. 92--005RD r �, , ,, ... /� q SHEET JOHN FALKF.NSTIEN R.C.E. 33760 EXP. 6/30 94 OF & », , *` �'; '� ..,_.,. ­�,��­­­­­­�_"_.­__��,­..".._�,�,_,�_­Z�­_-,-,-_�.......�_..,�­.,.­.­,.,____'.-­........, " ,,_�, -�-11 ­1.. I I.-I -1 I .1�11 ­ ­ .I I .1, .­-I I I-­ -1 I I 11 1, I .�7 I- I 1�- -1­ I I I � :I I .I I� . I .1 I . I I ,� ­ . I I "I.1,."4,. 1 �1.I I I I I I I 11. I I 1."I -A.. . . I . .I� t I 11� I . 11 �- . �,-. I � I . .� I - .. . � . 11 . � .� .. ..1�I 11, . � .- I - � . . I . I I I I I I I - . I � . 11 �I I- 11� . w . I I­­__.___ I I I I I I I I . I I I . I I I , I � . I , I I I I I ; . I I . I I� I I I I I� I . I I, I I 11. I . � . . I I � I . - . . . � � I . ­ . I � I . I I I . . I . .I . I I . I �� 1� I ; � I � , . . I . . I, . � I � I I . ,l I . I . . I I I� I . 1, I I I � I . I I I I I . . I . 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I I DESIGN CITY I- . . .1� �l U DESIGNED - . I REV. DESCRIPTION 0- I . I . ENGR. DATE , ENGR. DATE oo�� '7 �,,'!�,,� I . 0! 1��'� 'c", ",- � 'r1l �,*111) ,�,',,,, �,�' � . .1 I I I I � _�"�, ,%,�"-�,��,,�k, ''- ,,l'l­­­­_ �,",, , ,:� �'A ,�,_,_,,, .. \, ; I I I I . � . � I , � ,­',,,�� ', " CUESTA ENGINEERING DRAWN 11 . I � , I � _ . �1,i,� ,; . I I � .4, , I . � I . 'i� , I i,,�, lw+ , � , I I i . 1. . I I . .. I I . - PRO ZILE" - � I . �,'._ ,� �:� * ,,�,, 11 ��'l 6717 MORRO ROAD I I ., , ,� ,,, 1, �_ 11 . I � . ", � ll� � : I " - "-1 -1 I :1 1 . ATASCADERO, CALIFORNIA 93422 I - . . . I .1 . i,w I , I", � - JOB N 0. I- 1" ' 20'- HORIZ. .- , I v , I I I .1 I I . ,I , (805) 466-6827 ". I I � . " . . � . I . I .. I I . I . I "I I I ­ I I . I . - I � I 92-005RD � 51 � - 0 a . I � . 1 4 VP*RlICAL I . . . � I ) I . I� . �I . . . I . . . . . I t . I . __ ---I----------- . . I . I v r_ _. . . . . . — I I ,/L/,,- /0 SHEET I �/ - -1� fzc-__�,� ,-I - I , q Z_ I . ��L - : I I I I 11 , JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 1 1 1 � -f 0 F eO" ! � I . . I I I . I I I, : . . � .1 ,, - ,�". I I . .- �1, I .1 ;� , - I � � ,-',,,�,�,�,;�:, . I 11-111,-1,,,"',�,: , � i) ;I. � k�.� I 1, ,,I_­ . I I 1 '4�� ­­­_ �,.," , . I I I I I �N.N_l - I !�k - ; �� I �- V. , lk", "-'Z- �<. M 3 1 - ; I f ,- 1, �_\�_\� I OZ I I 7T77 : ',�� _� 1 lv�5w il - ,-- , �\S_ , � 1-i- �\_ ! � . �,;__, . � . I I � . ; . I � I I I , t � -11,11,�---�"I'-"�-,--"�-"--,--,--�-,----'I-,---.------�,�1-1-11,--.-"�-11---'-�-1-�--""---,--,----,-"-,.,---,-".,--11--�-�---.,�1-1-11111-1---,--�1--��-.-.-�-,-.-,-..,---.-.-----I,----�_­_I—'­ ____ - ________-___________­11 ­-­__-­­__ -__- ---,-------,"'"'____11__,-_-__­­--­-­­-,________­ I I---.___.__..11...............1111111-111_­__11-1 1-11-1111- 1-11-­­1111.--11- __­____­---�11-----,------,�"-,--.�-�-------,�-------­­_l__­ll_.­_­---------____._.___._­_­_­,________-I-,-.,----_111--------_-__l---_-......1-1-11�,�--,.---.---�,-,---�-11.�,�.,�l-----,.--,,---.,-�,�---"--�-,-��-,-��---�-,---",��,-�-,--,--.-------.-------------_-1__-__l-_______._ll-......___.__,_____l­__._l......___......_­_­__­_ll..l­ 1 -1111 1-111-111-1-1-1_111---­­ I I---I I I_.__.11l_.l­_­l---------1_­_­­ll­_.l..___­ 11_­ I­'. ._.-1-1 11-1._­.__ ­ - I I —, ­._.________­­llllllllll­ "I'll,���ll,"-"�l.-�11---------,�--.,-----�-11---�-1-����",,--�,�1--ll----�-------.___l__ .__­__l____I——---.I-------________-_l_----1-11-11 ...I---1_­1-1111-11-1-I.-.1.I—__­­l.____l_l­_ll 11 "I'll�1-1.�.,���ll,",-",��'ll""�,,�.",�--l".-.-��'ll",�Ill'-,-I---1-�".-"-��-,-,I�,�l.�'�l-�.�'�,�-",L,l�-�,1,"-�,-,Il",,-.,�-�-�...,�l---""-",-,,---,�ll,"-�-�,�,--�".--,--�.I.-�l","�,�-".-,-,----�-,-----, I F: Nn POST MILES SIIEE'T' TOTAL DIST. COUN'T'Y ROUTE TOTAL PROJECT NO. SIIEETS N ► P 9 i PLANS APPROVAL ,DATE 010 8a eve 646w4el MW/N r N 'K a , m � R, Q, Q� AF 011 Allk P r,r a 4 i r i , r j ` S t t_ Fpp .P: F,x .• r ..; � � ray,+ Qj9y G +Y;.. � ti, Sty I• S z 4 . r y .. t 1 PES CirY rn 5�/ ' br � C9�31. STA. 22 5/ �O ✓ ' " �-*3 0 ST' CT ,574'09�t O /rev' IV,h! �"ONgT,�c/C�" ATO ivl SIN !�°I.f� � �. �------��c X. �- _ , --- P / :ter: b 5407 6!57,55 NI• 4wnn I'Y r VII a - 6.Z4 ,11VV 'w k 7 / fs 3 85?Com 1VV 30' ,hl.D�' 3 " • A . t „ T. �y .d • .,.;`� ' 24 9-e-10 rD 56 �IL3Aitl l6I� ..... 5�"� 04 f&`•73 �J{' rE'/l3h T 5 Ti4 25" -t-'97 24.6 ,<'141.1r : IN PGlqG� r \ 40W.47, 414r STD /'7 Oi�/9/�� /`?. h'a GOrS/vTi�2uG7 f7r29/NEIGE /r1/Ler 911 T 5 �,; $, ,� G/7`Y �'T�L7 �G* S / ..% r b! /T 2" ".,l/ / f / AIV W1 T / a V ' VV •W V ,.n .xe,.,.:.x.,w; e:, .x:s„ :.,:r. r waexri,,:,:'zer xc.a.ttt:.,'iymR+wmrz C:,j"a,^ ',': a �,� e <o • / 8+�3 G76 11w. x / tic/ y _. .. � 8 2� w a � �r ... t ,� w �'• v ,•. , NT%!>rV f3�96/N 007"l. 4 roe /`'7KIW To ,B�• „ D ��Gjjk'd ,/f�l..9N ,/ p �/ 66160 //S/1� /6” 1 47,z � Q(d T 7- � � Q. _. ., � �� 1 . `,. � m � � 1 t G/ ' G/ /C/'/ //•/./.L.•. � ".D e� DEL °� RIO RAD' °4 ' GRAPHIC SCALE y. t �; 1Li cr a TA /D f 57. 310 EG 4,01/ND /E'��G 9`!v XT. 0 0 10 a ea d tU ` V1 `. GONSTi W r 47)1 /4 /l�E //L/G�T P�� G/r�" Srp.see 'f1 T GI SCo 4.70 7a)" O1`' 4�4 r,6 Sto3.7D /fir/ Z - �">C 24~" W/,c/I70A1.$ (IN FEET) PLAN 859.89 /wv /8" y,O.F'�. 1 INCH = 20 FT SCALE: . 1 2®' Qc kil ISS m �}- z5 L I - ----------- ............. ,�� "-.. 04 jJL- X5830 110)0.46� 39 858 OR W � � d V, %N'sz, AI N � N r �• � �; M ti '� •rr � N For com leto Rl and, �Acc rata Access Data, see n/W record Naps 'at [ l tract Off ic@ CITY ENGINEER APPROVAL UNDERGROUND IMPROVEMENTS DEL RIO ROAD — STA. 22+75.71 to 25+9f�.80 PUBLIC IMPROVEMENT PLANS for CAMINO REAL FASHION OUTLET GOLDEN. ` LOPMENT CORP. & CALIFORNIA FACTORY STORES _ REV. DESCRIPTION r DESIGNED DATE I ,CUESTA ENGINEERING* DRAWN I� fRO 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 C 1 "-20' F�ORI`�, _ aos 466--6x27 ,�oB No. 1 4 RT'CA . F> { ) 92wO05RD c'r"T ! d» g'Z.. SHEET ------------ JOHN .FALKENSTIEN R.C.E. 33760 EXP. 6L30/94 94 OF x 4 POST NILES SHEET TOTAL, DIST. COUNTY ROUTE TOTAL PROJECT 110. SHEETS PLANS APPROVAL«`DATE REViSIONs REVISIONS APPRO'v'ALS ' DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--r92 _ 3/L10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLU11ON NO. 26--92 3 10 92 ,c NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED, IN ACCORDANCE WiTH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. 4 2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. a 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. GEi R/W 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. �N ali 4 >R 5' MIN, MANHOLE FRAME AND COVER - PINKERTON A _ 640 X WCONCRETE COLLAR -- CLASS "A" P.C.C. Y $ 4--6 MIN BASE, LINE-r'-�� 1 6 SACK. -- 3000 P .I. A s C D 2% L/3 L/3 ­01111111 -- NO. 4 REBAR ALL SIDES ��••testi•��•���t`T'.Of Y!yK /.�y���".}wr�.'' :11 �,':��� .�1�•`, , L = LENGTH OF TAPER __ �' 6" MIN. W= MAXIMUM OFFSET DISTANCE X = DISTANCE ALONG BASELINE R IN 24" ADJUSTING RINGS AS REQ'D. Y = OFFSET FROM BASELINE 3' MIN 4' MiN. 10' MAX 1 PRECAST TAPERED LONE OR FLAT COVER MANHOLE .0;.4...� REDUCING SECTION. .• ♦ ��• • m Of PROVIDE. KEYED BASE FOR PRECAST RiSER SECTION. 120' 10' 2.0' 30' 40' 60' 80' 90' 1n0' 11011201 z 48" cn OFFSET Y 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. LEVEL 12' .19' 0.75' 1.69' 3.00° 6.00' g �-^11.25 11.$1 12. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED m - END OF PIPE TO BE INSTALLED TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE FLUSH NTH INSIDE OF MANHOLE, SIDEWALK WHEN THE SUBGRADE HAS AN R--VALUE OF LESS THAN 70. > ,• p�Q'` 1 __ .__ __ _ __ 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS l - SMALL PIPE INLET AND AT ALL INTERVALS NOT EXCEEDING 25'. 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH THE EXPANSIVE JOINTS, TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y 2.25W(�) FOR THE PORTIONS AS'AND C'D'WHiCIi ARE PARABOLIC CURVES. THE PORTION B'C' IS A TANGENT. WHEN THE BASELINE IS CURVED,THE OFFSETS ARE APPLIED TO THE CURVED BASELINE, AND 4• WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4IN DEPTH AT -- B'C'IS NO LONGER A TANGENT. INTERVALS NOT TO EXCEED 5. 8" 5. SIDEWALK WiDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE NO. 4 REBA FLOW LINE - MATCH FLOOR TO ENGINEER. 12" O.C. EACH WAY FLOW LiNE OF LARGE INLET PIPE POURED--IN-PLACE CLASS "A" CONCRETE BASE. AMERICAN PUBLIC WORKS ASSOCIATION -- S�31t)`Y'�lE $N CALIFORNIA CHAPTER RRAAwN-gY:_, CITY OF ATASCADERO _.___�__ pRRAAWN I3 Y: ENG NECITYOFDEATASCA MEN DRAWING NO. _._ ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY. STANDARD PLAN DESIGNED B Y: S.J.S. PROMULGATED BY THE APWA-AGC S. 'sI J.S. JOINT COOPERATIVE CDaarT~~ D E - 501 2 27/9-22 SIDEWALKS 419 FILE NAME: STORM DRAIN � LE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF I FILE NAME: A T5 01:D W G AT4i 9.DWG i ' rr peST Cpy,Tr, wOUTC 70T M'RLiJECT TOTAL ' OtST)COtArTr ROUTE tOTAS1PROJFC7 S NOr 5�[TS F � 6.. 2 ._ •+^'C) TO LkYtiMraxArY prone� ,...,,,. .... _ 6....._., ,«i "'ii/z•' R�jz'� �,.6_.' 2",_•„ 24" � Ratolning UrStC1 DML t ' ;-1 v,�,c-: _i 7',.�.�..•` :R-/2., `•v a c ao ^i7-. L y /Z" �.. '/2" 1z 12.52 Max of curb 4' necessaryof walk badge /z q/z l ' R r L R- i2 2 TEREn Cro - � 2 or Vor < t u ,8 _.2,.or Vor 0.E 8.33% lox ' JUIY ji f492 { .. c 1" < n..1' iv' 4 0 4 " T c s„. v F <w n c i , / r JtJIy (. 1992 sit Crossw 1k o•La.es AAVkOYAI as Yt ° 3'-V.9] a J n t`� r 4< o `o• c c a c< e y s v < `' ps �'C` a c` .. , `< iii ♦ •i 't r _ o .ANS As'ORp DATE x �+ t7Y0. a v c a a v v -..1 e s n ...,.i N. < o. < < r �l. •Dja CrM�� M See Note 9 ' 4 8.33X as Note 9 c er a e See Note 9 a Max { • AI-� ,R=,,, A2-6 �R°r' F CURB 4'Min 12.5%Max at curb o Front L If distance from curb to bock of Sidewalk - TYP A �'� TYPE 2% Max -' edge of Is too short to occomm000te ramp and 4" 9" --- --- QUANTITIES Rz�/a,. R,� TYPE C�' PER LF 1 sidewalk platform as in Cbse A, the aloewoiK mays Ai-6 0.02585 33" ,Bridge sitlewolK A' DO depressed longitudinally o8 in Gose 8 or R-� gj 33" -/Z q, 24.. .�f2: . -2" AC DIKE Cor moot' De widened as In Case D. �--- ,�;-- , s,. R_i , A2-6I 0.05903 --4'Mtn .. rl See Note 10 It located 2-If ataerowc to 1e88 mon 5'vias. the full �" �, R,'/2" ��/Z,. R='lz'r• 7" 2 »-- 24 "/z'" Stone Ix"per Ft - Oce of curb AI-8 0.03080 OUANTITIES �.J to Center of curb return qi witlm of the sidewalk W101 be depressed.as - 4° c -2"or Vor r o ;2dr Yor Finished0.06379 V Plontt shown in Cosa C. v < �t ka "< 7 N r' �. .u ` � �� �° a ro roadway AB.81 0 02930 TAPE' CO,O13� LF Plantingor" -4"' < iv o � �+ °: O'or greater pp /� also a , t_-.c c -•i c surface CASE Cy 3.when romp i5 "ated in center of curb < gj o c �A s a return, crosswalk configuration must be <': G 4 < 1. 82 0.06171 B 1 0.0103 Crosswalk use when sidewalk is laws than 5'wide t2.5'/, iAox slmiicX to that shown an ma plan to I- __ i ' 44 Longitudtndi/ ! „ O.Oi07q C 0.0038 of curb A or 8 accommodate wheelchairs. R=I",' < bar 4 Dowel spaced 4' \ CA5E A 4,If planting area width Ea squat to or •�" Min Iengtn 8" Rpt'• TYPE � Ba 10.05709 D 0.0293 CASE F 132 63 B4 ON BRIDGES £ 0,0666 E 0.0130 greater man romp length (L), ramp gide Superimposed on existing pavement AC quantities based A or 8 See Note 5 slope (X) distance = 31(sae Case G). TYPE B on 5% cross slope Ratdnfnq Curb If 4' 5.For Cases F orad G, the longitudinal portion 41 of the n In Case may Head to to dsprosaed CURBS ES p D.42 W necessary of �W �'•'�'� A or B as ateawn in Coae 8. f Vor cut slope ' of sidewalk (� Vor Vor 0.25'•-« �•--0.25' 6.if located on a carve the sides of the Warp when Warp when C ramp need not be parallel.but the minimum � a ES x % width of the romp shall be 4'. v Headed Headed a�2 0� -._ R=0.08' w Vor Slope i �-----FIII and compact with exCCVateo 16�' Front edge of 7.The bottom of the romp shall hove a • aloin T materiot to tap of dike ! A9 0.60' ax I = sidewalk i W Join Rounded-• - 27 � d -'r a R=0,08' 0,50' x � v /a"))p at 45'• Front edge ,,T.-__ • "' � Level iine�s_ �y L-4--L r 'j,,1 See Nate 9 �, See Note 9 f sidewalk, i a -7 --Z N a.Sidewalk tuOd ramp tnickhe3a,"T".anal be 3%2". Level line --See Note A - ;, See Note 9 9.The romp and�nova a 12"vide border with � ° Y 1/2"R 10%Max -See Note A front edge of X 4 Igroovi o s approximately i xi surface ofnr en steam � X 'SStrai ht TYPE A �Vor L 2.t7' 0.83' w Yor y rade E N X > ---Gutter grade NIG"D E aiderok o 3' Move a transverse broomed surface texture ,� c- r a± 0 >° A A TYPE D a rougher than the surrounding Sidewalk C SE A MOUNTABLE OtKE 0012.5% ax,x -' r o except when booted in center of curb Normal sidewalk 'hl aM x of n 1244 Max return. Strdignt ES Cub Front at curb '?"' grade � Vor cut slope edge of A 10,When romp Is located In center of curb � PLAN 0.25' � � � gtoewdK cc return,it andi be grooved in o Herringbone „u IMIn' ,Fin and compact with excavated CASE D See Note 4 pattern with '/e'•grooves approximately ti/," X W X y f Y/ material to top of dike ES 0, r--r.•--�--- on center.Sae grooving detatL Grooves 'See a l� Compact AC against excavated foCe $ae Note 10 it located A or B �� -- R=0.08' vcr Slope enol De aligned poraliei to CrnsawdK dress INotes' Depressed:sidewalk At 0.33' 0.60'or B or poroletto the prolongation of Curbs ;S and; i ISidawoik :„ f -J- -1- R-0.08�i� �? i e in center of curb return r CASE G when there are no crosarok Imes. cc 6 ` � � Rounded--� 27,Max � --r � B Sea Nota 5 11.Romp s1pQ slaps varies uniformly from a r Level One ``; -Sea Note A - - ---'r- A n O.A2',-vor See Note A maximum of up to 12.51 of curb to conform -T Min `i I or steeper Level Or*� . 1,33 1.67 ; -.Vor with longitudinal sidewalk slope odjocent to ,R toy Max TYPE B /? Use grooves on sloping Limit of top of the ramp, except in Cases C and G. _.- /2' portion of romp when T of r Sas Note 9 Removal and replacement Gutter grade Bottom of curb HIGH DIKE Top 4'Mtn Lit ContrOCtor'a Option 'tin 12.Utiiity Pull boxes,manholes.vnelta and as �---GUTtar graded TYPE E boated In center Rounded P unless otherwise shown Rounded Curb face of curb return--- - -- - -- - - -� r4 �{ other utility facilities within the bourxlcxlea ELEVATION CA5E B --033' MOUNTABLE DIKE _ �x on protect pinna .. of the Curb romp wtilDe reiocdted by others 33 2"/,Max 7J r� C prior 40.Or in conJunCtion with.cox b romp NQ��$ Depress elite sidewalk shoulder Level line COnstruCtiOn, -0.17' SECTION .A-A d, DETAIL H 1. Case A normally,oppOes. 2.Use Coss 8 when romp slopes would exceed 10x, in Case A. SECTIONS �� 4i Vor o+J-% Existing curt*-4 Etdowok y 'T Note 10 o Use Case 8 when sidewalk cross slope would exceed 2% in Case A. Top of ramp 4'Mtn Retaining curb , LONITudinal slope of worpen Oreo adjacent to driveway See Note A Rounded ,t. ....� tf necessary Piantin o " Approximately y",except shall not vory more than 6% from the longitudinal grade DRIVEWAYS Surfacing 1� .. area approximately 1'/2"On"PIN line of the sidewalk. 3 . portion of romp 4. The sidewalk cross slope in Case B may be increased to a TYPE $.337.Max� �2 Max T.3 � t STATE of CALIFORNIA maximum of 4Y, for distances not to exceed 20 feet. LOWS ASPHALT CONCRETE DIKES i2t Max Ii � DEPARTMENT OF TRANSPORTATION SECTION �� of curb 45' --;-•••�-• �.,,_.• � � IIt tit 5. X=3'-O"except for curb heights over TO"where q;i - NOTE A -Extend top loyarc• of AC pissed on tna Depress entire Eloswok as recored 'T �``� • * ° stapes SHdI be used on cure Slaps. shoulder under dike'with no Joint at the ES Cfoaawak / ° ° M a +L-r�/a" t/� ° ° ° • • ° °'O CURB 6. X Is Voriabie when sidewalk iS located where wheelchair$ Retaining curb ° may traverse the surface.Stopes shall be 12.5% maximum. STATE OF CALIFORNIA - - - - - if necessary `` � (to AIL DETAILS�S N O. � 7, Sidewalk and ramp thickness "T"at ori 1. ShOA be DETAIL See Nota 7 �RO,QVING DETAIL Y DEPARTMENT OF TRANSPORTATION APPROVED BY: 4"for residential and 6"far commercial. NO SCALE 8.Difference in slope of the driveway romp and the slope CURBS, DIKES AND DRIVEWAYS 27Mox T of a line between the gutter and a point on the roodwoy NO SCALE { 5 feet from putter line shoji not exceed 15%,Reduce ' G7'p" �'� NE 'TAND D PLAN NSP AS8. driveway ramp slope,Hat gutter slope,where required. p CAMINO REAL FASHION OUTLET- 2100 EL CAMINO REAL, ATASCADERO A�7 GOLDEN WEST DEVELOPMENT CORP 8c CALIFORNIA FACTORY STORES REV. DESCRIPTION ° e DESIGNED 0 TE Dx 3 I i CUESTA ENGINEERING .`�'• t.. DRAWN 6717 MORRO ROAD ATASCADERO, CALIFORNIA 93422 JOB NO. (805) 4666827 92-005 SHEET JOHN FALKENSTIEN R.C.E. 33750 EXP, 6/30/94 f0 OF p s w .y