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HomeMy WebLinkAboutJun-90 - Santa Ysabel Avenue - D-0403 F v u 5 : G x y _ AL Ark tw0000 PLANS - 0R , , C0'NSTRUu"o'4Tl0N OF N uE BEL AVE S A N "I"OA Y Om5* A 41 N"' E 'CONS ' ' RUCTION PHASE C : STA . T - SAN FRANCISCO COUNCILCITY c94,VrA ys,4,gEL AVE. a , ,a Ro 01-ES AVE. P V -- BARBARA N4C)RR MAYOR YOR 3, v PU,EB,Lo \ BONITA Av . _... . COUNCILMAN � E' } AYNE HANDSITY_ . . . . . . . . . . . ... .. . . .. . COUNCILMAN t ARJORIEACI4E Y COUNCILMAN ` . n 0 wu � CHARLESR COUNCILMAN BEAU . _ . . . . . . . . . . . . . . . . . . . . . at !� CITY OFFICIALS 41 SANTA BARBARA �.♦ MICHAEL. SHELTO N_. .. . } `.. LOS ANGELES _........ .... . .......... CITY MANAGER ♦ n JEFF JORGEN SOI . ... .:.. .. .... CITY ATTORNEY PAUL IBAUGH.... PUBLIC WORKS DIRECTOR / CITY ENGINEER SENS ............ HENRY ENGEN.............:. .:... ... ..... ._. .... . . ... .. DIRECTOR OF COMMUNITY DEVELOPMENT VICINITY LOCATION MAP MAP NO SCALE NO SCALE k�. K tt'u-*O% A N u tj fml " Ift " EERIN " INU APPROVED : INUNTH uAo""" T ElkN' * N u s ft, rtt w 7 0 l' 5 2" 4 t h t A to"i' U' l TE 0 _ Ut SENBI 01H` R.C.E. PUBLIC WORKS DIRECTOR /CITY ENGINEER UK A I-IAtiu KutlLE .) UALIF NI AM o-Z/—87 L STER R.C.E. 29743 ( 805) 39 - 3' 7 PROJECTSTEVEN MAN ER EXRCIO 3/91 7 A f m rEXPx F z. 91 ill l JO N R. a , CARTOF R. .E. . . T OF SCADERO Z!i A N I il Z!5po C 0 T PR JECT. ENINER EXP 3fBL 1,43 E (CZ3 E: r,-*%J E: F-R L_ r**-A CID _F E: !E3 DRAWING LEGEND S3 E: E: �F I r**-4 ED E: X 1. The City Engineer shall be notified at least twenty- 15. -rhe Contractor shall be responsible for the protec 1. 77 71E SHEET i four hours prior to starting of construction. Any tion of public and private property adjacent to the construction done without approved plans or prior work area and shot[ exercise due caution to avoid CONSRUCT NEW STREET SECTION PER TYPICAL SECTION 2. INDEX %EE7, GENERAL NOTES, LEGEND notification to the City Engineer will be rejected damage to such property. The Contractor shall and will be the contractor's and/or owner's risk. replace or repGir to their original condition all REMOVE EXIS77NG ASPHALT AND CONSRUCT NEW STREET SEC77ON PER TYPICAL SEC77ON J. PROJECT PHASING MAP improverrionft wttWtn or adjacent to the work area which are not designated for removal, and are 2. All construction work and installation shall conform to the City of Atascadero Standards and damaged or reimove-d as a result of his operations. CONCRETE CURB AND GUTTER 4. SANTA YSABEL ST)k fO+5O TO 15+20 Specifications, and all work shall be subject STREET LIGHT to approval of the City Engineer. 16. All base m-ateriel and asphalt sholl be in confor- 5. SANTA ��EL STA. 1- 2-0 TO 21+50 mance with current Cal Trans speoMications. 3/4" or UTILITY POLE 3. Soils tests sholl he done in accor lance with the medium m.ax. for asphalt, and 3/4" max. class 11 CONSTRUCT WALL County Standards and Specifications Sections 11- base. 6. SANTA YSAWL SM 2- 11+50 TO 28+00 EXIS77NG WALL 351.1403 and 11-351.1404. All test must be made EXIS77NG TREE within fifteen days prior to placing material. The 17. Traffic control shall be in accordon-ce with Cal 7. SANTA YSAM STA 28+00 TO 34+50 1 test results shall clearly indicate the location Trans manual for traffic control and sholl be and source of the material. satisfactory to the City Engineer. Two way traffic --- EXIS77NG FENCE 8. SANTA YSABEL STA. 34+50 TO 41+00 shoff be maintained at all times. The contractor shall EXISTING WATER VALVE 4. Compaction tests shall be made on subgrade submit a traffic control and detour plan to the City material and material placed as specified by the Engineer for approval prior to work. 9. SANTA YSABEL STA. 41+00 TO 46+50 A EXISTING CL MONUMENT Soils Engineer. Sold test sholl be made prior to the placing of the next material. Compaction tests 18. The Contractor shall not be responsible for relocation -E- EXIS77NG ELECTRICAL 10. SANTA YSABEL DETAIL SHEET shall be approved by the Sobs Engineer. of gas, telephone, cable television or electric power ___W`_ EXIS77NG WATER fa cillities within the scope of this work. These 11. SANTA ,YSABEL CROSS SEC71ONS STA. 10+50 TO 20+50 5. Subgrode material shall be commpocted to a relative facilities will be relocated by the respective utility EXIS77NG SANITARY SEWER ,he zone between finished companies. compaction of 95% in t subgrade elevation and one froot below. All material > _T_ EXISTING TELEPHONE 1Z SANTA YSABEL CROSS SECT)lONS STA. 21+00 TO 31+00 in fill sections below the zone imentioned above 19. The Contractor shall make smooth transitions from , 3w shall be compacted to 907. relative com- ,paction. driveway approach to private driveways In like material -G-- EXIS77NG GAS 13. SANTA YSASEL CROSS, SEC17ONS STA. 31+50 TO 41+50 as existing driveway. Refer to cross sections for an4 uniform elevation h� 11 be established 6. StroIght a details where major driveway modifications are required. TG TOP OF GRATE between spot elevations. 14. SANTA YSASEL CROSS SEC"n STA. 42+00 TO 46+73 TP TOP OF PA VING 20. The Contractor shall be responsible for relocation of -7 ' --in water services, and sewer laterals ANTA YSABEL DR1VE1MY GROSS SECTIONS 7. All graidmg crnd retdted construction shatl con form WIV WATER VALVE to the requiremnents Gnd adopted ordinanoes of the that may be necessary due to the construction of tKe City of AtascGdero incliu4iin�g the 198,2 ed., U.B.C. road section. MANHOLE Chapter 70 and the standards pertaining thereto. n 0 21. Retaining wall construction shall be done with coordinotio, f f1he DROP INLET 8. Construction Contractor shall contact Underground -1 &m Propert y 0 w ne r a nd C it y E rvgln eer f or f i nia-I wal en- Service Alert at 1-800-642-2444 at least 48 hours sions. No work shall be undertaken by the Contzracto-,,r without CB CATCH BASIN before beginning excavation and shall verify the approval by the Engineer to work on private prolpe-rty. The location of any known utilities, and whether or not TC TOP OF CURB Contractor sholl maintain drainage,repla ce Gnd/or repair a representative of each comnpony will be present during excovation. any private irrigation systerns orlandscaping disturb-'e-A FL FLOKINE during the course of work G�nd provide a smooth ground EP EDGE OF PAVEMENT transition from wall. Southern California Gas Cornipainy Atascadero Mutual Water Co. Phone: (805) 964-7821 Phone : (805) 466- 2428 W WATER METER - 22. All driveway transitions shall be f ield adjusted to fit the exist- Pacific Gas and Electric Company ing conditions at the tiTyie of construction. Contractor sholl GIB GRADE BREAK Phone: (805) 544-3334 coordinate driveway transitions with the City Engineer and awly DRIMEWA Y Property Owner prior to beginning of driveway reconstruction. Pacific Bell Falcon Cable TV Phone: (805) 541-1700 Phone: (805) 466-3040 FTRE HYDRANT A NV I 40T'N' Q Few' 23. The Contractor shall call to the attention of the Engineer W U T EXISTING 9. Locations and elevations of existing utilities where any conflicts with existing drainage patterns prior to can- shown on the plans are based on available records and struction . are approximate only. Contractor shall hand expose UNIT PHASE A PHASE B PHASE C PHASE D TOTAL utilities at least 100 feet ahead of construction in LL 5 1AIC14 P11C. T 24. 71-1& CONrRAC71ORZ 514ALL IA157,4 CUMER 4 r-. 1160 9/* 562 /061 *64-6 order to verify location and depth. Contractor agrees R/R466 714ROLAGH CU)Z13 FAC45 that he shall assume sole and complete responsibility 0.Q,4 IN-4 4--4 EA- /0 WV for locating or having located all underground 9 _�IA,C, MV-04 - r 1 *� 571020 24�527 utilities and other facilities and for protecting some "a" _goo 401)m during the course of construction of the project. Any deviations from the plan location of existing facilities (��x )WT 9.)r-. *1U 4,11 shall be brought to the attention of the Engineer so the U4 f0Q< iVA1.1- 5P. /Ag 63 appropriate revisions may be mode. gr X_CV7T9Az 708 0 7516 10. Neither "-4 I �T E L. 1E _714746,WA41< 0 the Owner or the Engineer of work will enforce safety measures or regulations. The �4) RAMPICAP AWIP -P:A- 51 contractor shall design, construct and maintain oil F safety devices, and shall be solely responsible for. CONSTRUCT CURB AND GUTTER PER CITY STANDARD C-1 State and Federal Safky conforming to oil local, ------------------ ---------- and CONSTRUCT SIDEWALK PER CITY STANDARD 9-5 �Z_ __Heaft-----Standards, Laws and ReguTations. 11. The Contractor shall be responsible for the CONSTRUCT DRIVEWAY PER CITY STANDARD B-3, T protection of all existing survey markers during WDTH AS SHOVVW ON PLAN construction. All such monuments or markers CONSTRUCT HANDICAP RAMP PER CITY STANDARD B-7 disturbed sholl be reset at the Contractor's expense. DEMOLITION AND REMOVAL CONSTRUCT STREET SEC77ON PER TYPICAL SEC77ON W 20,9P75 /6,1 "/ 26.1266 29..540 10716 12. All unsuitable materials shall be removed from the A,C.PA VEWEA project and to a suitable disposal site. RELOCATE U77LITY POLE ANDIOR STRUCTURE AS REQUIRED 130 BY OTHERS /9' //AOCK AW4 Z,r Z90 rkee6 EA. 4 /7 .9/ 13. Dust control is to be maintained by appropriate ADJUST MANHOLEIVALWS/kONUMENT TO GRADE PER CITY moisture content at all times upon commencement of STANDARD S-3, W-2 r51VC5 L,I=. 1 -40 226; as :24:6 .555 as work, including periods of suspension of work, until 26"M ROCK NA44 0 00 J final acceptance of the project by the City. REMOVE TREE(S) AS REQUIRED C01 VC)T,6'rg 6,74 P,5 44:A. 1 0 (Y� CaYCA 6 7 a WA4 X 14. It shall be the responsibility of the Contractor(s) RELOCATE nRE HYDRANT AS REQUIRED to be fully informed of and to comply with all laws, ordinances, codes, requirements, and RAISE CL A40NUMENT TO GRADE PER CITY STANDARD M-2 standards which in any matter affect the course of of this project, those engage-d or 4 construction �5 REMOVE EXIS77NG CONCRETE employed in the construction, or the materials used in the construction. 12� CONSTRUCT RETAINING WALL AS REQUIRED, SEE GENERAL NOTE 21, -E AN NOTE: QUANTITY TAKEOFFS ARE TO GENERALLY INDICATE SIZ iD SCOPE OF-EA-,,C-H PHASE AND ARE NOT TO BE USED FOR BIDDING PURPOSES. THE BID ITEMS As SHOWN IN THE BID PACKAGE SHALL GOVERN. Ad RE\ASIONS rft� A 0-% BY DATE DESCRIPTION C L T ENGINEERING V �F, -" ERU rzo NO. NOR 1H COA S V4 I T., A TA �5 c;A r ....... ............... I-(; NX TA aA A VE REWNa I I IV <V SAN Brow', 77?UL;,o LAND SURVEYING - PROJECT DEVELOPMENT LL CIVIL ENGINEERING cn goo*, ;Q M '0%ENEr0'X%AL W" ""'m Z9;w M I C. r% At OD , UEGEN DATE 715 24th St. Suite 0 P.O. Box 1357 Paso Robles, CA 93446 Cambria, CA 93428 0AIE DATE STEVEN J SCALE: SHEET- 805-239-3127 805-927-8651 DESIGNED BY. DRAWNBY. CHECKED J m N4A 2OF 1/5 JLE3 URA 646 1OWL0 R a w SCALE' I INCH = 20 FEET 010 Zp ' 6 µ IA x - w v 045 cc Alk 4mommm A& t" A E L fflLm Ar A N Affm I=% v mill, soft a - G g v i <Y '; x e , u -- -- - - ------ - ---------- ------------------------------------------- ----------- ------------ ----------- ------------- ----------- ---------------- -------------------------------- -------------- ------------------------ ---------------------------------- ---------------------- -------------------------------------------------- --------------- ---------------------------------------------------------- -------------------------------- ------------------------------------ ---------------------------------------------------- ------- ---------- ------------------------- -------------------------------- ------------------------------------------------------------------ --------------------------- ------------------- --------------------------------------- --------------- ---------- ------------ ----------- J�z It y -. pm.c u, REVISIONS NO. BY DATE A C')F ANORTH COAST ENUNEERING INC, E �r..... DESCRIPTION is -�.zx•:.: "� ;': i " . TA x T ,w DER ".2" _.. ti#.AA{.. ENGINEERING GENE RN. PROJECT 'p Ltd! p ENT ter- 29743 rm 0 EXP T , :: .. :: 0JECT PH, ASINGk MAP DATE iZ 715 24th St. Suite Q , 1357 CIVIL {1S0 Robles, CpCT1b1'iQ CA 93428 _, 8 805-927-861 x TELE, J._. Y '�, �.. €?ATE _ � 7�P. _ 05-239- 1 � __�f 327 _ 5 DA DESIGNED BY. DRAWN BY: CHECKED' .,.; < R _ . SCALA S�fiEET. _ /4f 4, MPM now on= on"PMM POP paw- MW MW Ma �141 10 67 Jrl fill 4— -14y— Sj- --T (40 `E- - ------- or_- 111 Lie M, gg 4 4- _4 -t------t—=4=4= M/W $too /01�00 W� Ab 2, .4ti6 N5.41'V40 ........... 5 r-54IR5 4 5 z &//?6' A9 /011 /Sr 40011,:5 AIV,0 R4 e0A1$7,f 41C7- E. 45 Ae 41r X0 Arreal 41 /3 1� WA I- AC. eK3,4Y 0 vM c=X15r. Jtl` LIS PIP AV- A :L 1�k IN + 4++++++++++ .++ M ,+:+++++++++++++ + 7W + + + + 4�, + + + + + + + + + + + + + + + * . 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SANTA YSABEL A RECONSTRUC77ON Civil Engineering Land Surveying j fn f"I I-- MIM A .000& 743 M 1 0% f I EXP3-91 =20 PO Box 1357 715 24th ST, Suite 0 S IAO U*f- 5 V TO 5 zw V -UA—TE Cambria, CA 93428 Paso Robles, CA 93446 CALIFORNIA COORDINATES. -927-8651 -239-3127 Wit- 805 805 z -8117 —bXT—E le, SCALE- Smat. DESIGNED BY, ORA** 16-y- e4O OF ----—----—------- mm mom Pmm OF" -e 2 �jw— ii—iio mom""mom _5 4' AM[ Z:=m— --------—------- ---------- ---- - ------- ------------ ---------- ==4= '_RF, a'* AU M Y--Et 10 P, YON t=t 7=77� too t A S f '�rM Ns $ M'y J0 MV. ji� :% I ml Mn A$E 6 PHA�54EA PH "Mi AM It C61R8 0.47A' A Ar,:50 A 6 R6qZJIM50 4 ' MAN61 7'10N V L=78-16 SCALE A4 VZA1Z&r 4, 560464Y 6 7010 f0i ll 1 INCH 20 FEET V� le 0,4 7A V REL 0"rE 1=4611VC C7 !9-� cap-, AS R"=QZIIR46�0 0 _Z' 101 20 40 N c J 650-40'17 Z" + + ciry re asul .4.5' R161-17" OA- XIA Y + + + + A& + /4 T 14 &A + + 11Z, _V�� W.44-kWAY .4,Y.0 57er,0�5 A�z N 77% + + + + A -5, AL/–f + + + + R64,04CA 716 'geNce AS A-54910". zo 4 -4 14 0 WN WM ++++* + ---------- r + + + + + \+ . + 4 . . . . . . . . . . . + + + + . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + . . . . . . . . . . . . . . . . . + + t + + *+++++ + iw + + + + +++*+++*.+++. + + + + + + + + + + + + + + + + + 25" 4 + +7 + + . . . . . . . . . . . . . +++++ + + + + + + + + + + + +*. . . . + + 4 . . . . . . . . ++++++++++#+++++++*++++ + + + + + + + + + + +*t + *++ . . . . . . + + + + + +++++++++++ . . . . . �i� - . . . . . . . . . . . . . . . . + + + + + 512 + . . . . . . . . +% + + + + + + +++++++++++++++4 + + +4�+ + + ++++ + + + + + + + + 4 + ++++*++ *++ + + + + + + + + + . . . . . . . . . . . . . . . tT*�+ *+�+ + + ++ + + + + + + + + + + + + + 4 + + . . . + + + + + + + + + + + + + + +. # + + + + + V+W. . . . . . . +++ 4_+ + + . . . . . . . . . . . . 4 + + -i�* \+ + + + + + + + + 4 . 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I + + + + + + + + + + + + + + + + + ,+ + + + + + * + + + + + ++"CV++ + +—+ + + + i4T4T—+- + + 4 + I , + + + X+ +++++T++ MEN + ++++++++ + I, + I .. . . . . . + + 4 + 4 4 4 1 1 '+ '4 + ++++++.+++++++++++++++++++4+*+++ + + + + + + + + - + + 4 1 . . . . . . . . 1 4 + I + + + R 4, + +I *--&--A "��+I*trtv Art + ++--*—+—+ 11 -i 7 * + 4--4--*—+ 1* Q + + + 1mm:L p 1: +*++4 +++*+++ + + + + + + + + . I . . . . 4 + + +++ + + . . . . . . . . . . + + + + + +++* L;+�;+ + . . . . I . . . . . . . . . . . . . . . . + + + + + +* 4. -2 'a -7T t X-4 I I--. / 7E W;y wAf Clry oe7A NRISHro.- MAY MAK�: 60001 4N817101V WA,45'25 ROOP/ 48 -AfOA6 NSM Cr -44 6 Ve: 5 .4 5 Z//0,5A 0/9;r A 47-4,11 r SANTA YSABEL AVENUE PLAN 11 111 0 11 1 ill I REVISIONS A, TA 00-W% 101- f.. 0- if J 9 B I NO. By DATE DESCRI PTION t W -E A D T OF M., NORTH COAST ENGINEERING INC. UC77ON SAN a A VE. TA YSAB STR Land Surveyin Civil Engineering 9 A a ff a ff I m W43 47 0% TOi , Jf' 0 PO Box 1357 715 24 th St, Suite 0 TA* + 5V cc EXP.3-9i Cam6rid, CA 93428 Pdso Robles, CA 93446 DATE /V Iva, CALIFORNIA COORDINATES:, 805-927-8651 9-05-239-31127 V (71-Z4—07 �STEVEN J. s STWI RC.E. 2974.1 WWR'l DESIGNED IM DRAWN BY* CHECKED BY: a "SER $CA" JHA4 49 ra 9 F L/1-8 -- I larp- k , A" f- Nce t RE C AA L L A/0 k GENERAL NOTES: CITY A0 Qr✓TAIAt RI+ "0,117d1IF4YAll 76 s .. "M IQ e h, k knF are biased on uniform soil conditions x kl? t , w designs • „ ., 1. These retaining ala the properties' shown on the details. Actual soil conditions whichch deviate � - � � - r4�S , ; _ _ IJd r . d appreciably from thoseassumed andsituations beyond those tabulated, shall fATG Z require individual consideration. 9a .�!S t/ 2. Rein€orckn gsteelshall conform to ASTM A 6iS Grade e 4 0. • ._ 0r Z J /4J I�! 3 ,{f t! f : other than indicated may be used gr o3. Reinforcement of a size and spacing /91, tP A,F _ F /EP' steep at least equal to 4Qrr r vkded such reinforcement will furnish an area-of knkcatein thetables. J 4 �+ � 8 � that of the steel ea. 6 fJ' 0 , o / rp ^ _ � Q t 4. Alternate X_baro may be stoPped at the mkd bei ht o€ the wall h 2) kf �¢ 7 r JP 12!t ,r�••. .�. e no exceed 36". spacing o£ bars...... extending to the tog of the wall. dos t $ I�4IG sp g g \ .. sg t _ .. c F�tf ,4 ( 41 dY . ♦ c 1� 4. /�e'� .^�c�'J�/J f.�t.,rf B IL r�//� 4' �.9' Ti�i' C CG/GT �' � ��1� e lapped a min kmum of 30 bar diameters. ?YPE ESQ t�E c�Y ement shall b 1 :.ices in reinforcement FF ' S. S 1 p ' Il©BL- v^/ cSi�IJV N � G'U/i/I�IYl Q A t' ''J�//�,E L��"' ,�1, �P} %�J�. ES�f�`"�`C;��l cubic and Jr „ 6. Concrete shall be Glass B (5 sects ger cu yard). \. _ ff [ SCJ \. 38 M' % # Y.:, re. ate Maximum a �sJ� � s � x i ,r —...._ r _s - atOr.. . « nacai vk br ecita « wr.tci a m . . kn lace m eta andgrout co c /lam , Vibrate allp �. ESQ b ty .� � ,fes « f12". rr « least to fire depth h o eat �, s, a I soil t undisturbed __x , t in undast P be se shall x �. Footings 5.... S �. T � t * ? T _ `" 2;5, BLOCK FIt1t,LS., !! �_ BL �" '� � x f L ' �i . x rr' he filled v into t east 3 3 diameters s k x at l -. 1R into wall shallproject *-� 1,. X bars extending . x .;. e� „ , .. « „,.. x the masonry. „ �, ,� ; Bells in iZ \ « k _ 4 cells shall be filled withgrout. 2. All -' - . . - . . , 0 in footing. �' imbedded � . ., « . •.. �� : 3. First block may be g � � �� y/_ t aggregate units 4. Concrete block masonry units shall he Grade t Ti zwee h . ..r / GGf, U ' � in accordance with ASTM C90. �Z 2C}€30 psi h 28 days. nd Srout strengths shall be p _ S. Minimum mortar a a g ;$ f A AID, procedure including,vibration and revibration 6. Standard high lift grouting pr shall be used. Provide clean-out openings at the bottom course of all cells. � � x x s� « # « « „ xerr on. « 00 �. kn a esti �. before rout. � � � nits. shall be dr g g « « r 7. Concrete block. masonry u Y S A * tee■ A X « « . V e must be tied to X Bars at base, os secured withA Wh M0�4 C"' * « k' v Vertical steel �c -' A AN 7Y01ZW Sjr.67101v � « « x « « « «'« « � « � « « � � � " Spiders. « « max « «'« « # X « « _ # « ; Y k k:x Y k R X k k y 94 8e # # k R k k Y Y # A fk x x u x x x « r; « «l e17Y ro o,��4,4/ J4/G.1roF 4YAN . CdQ pCFd T C f s r1 5 Q` A$R WREo Qc ErsrRCt �- y } 20 ' A x R Q rraG OM, -01N s SA'aQvc-:,V . 706 Ws A5Ai4 r E 5'T. d9.C. JUE6V CGE;RB T.4P FE�1Tf/ER REtiIOI/E X/ • d 7 B46"6. A(�ff6 eoES'T s"e'l�'T ( ` �• N��v s�cr�av ASRH.4GT ` ' .� /C-0k; t. ,M. � � . 05 rP ki rf <9 Xc9 ,�C/fir Cave , oevl-5' �� a 3/QE6YF4Lk' • . _. •,.;..• a 2.1 !o'JC.C..�I, `--/ �'�- a -v FZ174./f� ESI.�EbVALK AF 46AeKFAU a _ L ' STA. /0 -60 TQ OAM STA,587100 T© ,1.00 L- ,� ' -��•�' , L. : ! 6 . F '53 F _90 Q r . F F 9. lJCrPS 11•I4' CLASS B 5 SA e0N ErC 8 Ff ^fr /:1RA4 UN0I57URe,6,0 SOIL. 4e1 J ZQ ' �C 'E, 4G,6 !!W5T,4G' s/ [.�/ y, r./ l ZR,,X � k °DE 11 1 A IL ; : uCAGE Ir,DETA/ � ZCar ® e-s R6 TA 1A 11A 6" NALL 1A F06 5641- 24 F 4L T r ttOR E86 ` NOTES: ate' T-7 I L Height of wall is vertical difference between, finished grades_ F � ,• `�.• �''T�^ e !_ 2. all cels must bei filled with,grout. 3. First block may be imbedded in footing. « FUTURE v'11ELt/ALX " A E® /` 4. Place a toyer of coarse grovel against the back of the wall and at least l cu.ft. of gravel around each drain, t7 lfY.GV7400 70 �Kg; /0,F ` x .. These walls are designed to be'used at the bock"of sidewalks but may be used elsewhere if the toottnq is set at least to the depth of the top of the tooting. N. 6 These all al a f 6- »a h se w s may be mode of Resntareed Concrete with a wall .tts ckness a 7 Omit mortar from the vertical joints in first course above the ground of 32te canters for } weep bolas. _ 4 RL QVE 4r/(.fr• A.C:. YWSW WMC: C4 �oG E�E4L sr.4,4471-40 M 46,15 Yk V rA MAO"tr Z A Ve t TrPIML sEerloxls Tom: (ALL 9EG7IpNS) ...ALL A.G. AA,cip,,5 T4 t' commGTEr 7,r -o5 l F RE SI _v NO. BY DATE DESCRIPTION ESSInAA KF A TA D E NOR 1H T ENGINEERING , SAN A YSABELA AVE. RECONS f . T ..... W, Arm CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT up."I DETAIL SHEET DATE 715 24th St. suite 0 P.O. Bax 1357 w. Faso Rabies CA 93446Cambria CA 93428 - kZ1L�_�'.._]14_, ,4W,_4,_ 6 DATE STEVEN J. S-T EXP. 805-239-3127 805--927=8651 DESIGNED !t3Y: DRAW B`i': CEtIEDBY: R SCALE: SHEET: f 8 75 (2,66 877 0 Iff 673 B8*7 10+50 qN. V 14AOO 17*50 (�Yl f4 0 rx A4 996 AO No //* 00 Adlk 14v-50 18 Do A -41 bt D, (o o/v 31% 6'st) _n7 18*50 55.5 C� AY rIae 64 go/, 0 u 9-45 Pwl 15 , 00 /0*00 15*so NZ ej 664 fa AY Z A.V ov -Q,,�Lc (4,9 993 f X167 SR4046 14�5 A9 4 1.9*150 1610�00 -so Nk C, 0"Ito) A (f 8-94 894 ON 16*50 k 1600 13 201-06-00 ITZ (40 995 /-0 AtIS Tl OWS5 f-C7, 2�02 O� /0"AW, 964 20*50 13-1-50 7f-00 -CROSS SECTIONS STA. 10+50 TO 20+50 J CITY OF ATASCADERO-SANTA YSABEL RECOMMUC77ON SUMLr/ /Vo rE! CROSS- SEC noms ARF 4W14 W, ,-V 400,AeW6 Z�tN VA/ Sr4 ROM "76 6p cil q, t iv'i'Sl'� -11"I'll- 6, ,4F/ -50 24 0/4-00 N14 oroo 28 , qi Wv k e. 'v 7-1 A-1 At -52. 93 -50 250100 'y to 49, 19F V, wo ^60 . ........ Be7 - 4-� —50 22o-00 Z5t,-i 29+00 WY 17 M T .................................. see IS *07 Ll 26*00 22*50 29f5o A kit it 983 3 Z_-�If%gglr- �4v 23 '-00 304-00 26 50 nN 0 4 0* 4' ov OOF tv 990 ly 23 *50 2700 -50 30f Iff 00 Cpl. —0 Oil 10) 4 78 24 00 271-50 31 Y-00 CfTY OF ATASCADERO-SANTA YSABELRECONSTRUC77ON CROSS SEC77ONS STA. 21+00 TO 31+00 No 01c Nore: CAvss -Secrl"s 4RcaR4wA1 iuv,4\e1*o oowA1- s7A- T1oA1 ----------------------------- ------ GV A-0 0) OX: �902 9Z3 Ale Rv 5- N 35too 38*50 lCi 31+ 50 L/ jivi dl IA W 7,�sx tar Iz/ v V �7 o�x 010 50 324-00 3 0, V, 0) In tv Yf ri 308 39 *50 32*510 361, 00 WALL. 0) ry SY u IV` V, 75 r< 0/o 8-9 co 909 0 7,q to" 36*50 o-00 N/V 40 0 334 0 A T-1 (491 (697 33 � 50 -A50 40 37*00 Y/ IMNY Fg 898 -917 A 909 g pg a WALL, -al 00 4 37*50 34 00 X�l Pll IT JA/ U- oy bc 4 9Y OV (4 0 o/.) 9;?/ 931 Y 4 o 41-t-50 .3414-50 384-00 CITY OF ATASCADERO-SANTA YSABELRECONSIRUC77ON CROSS SEC77ONS STA. 31+50 70 0+W� -Y Cho V NorE . CRos5-&Fcr1ovs .4,�.r oRAw.,v LooKlma Dowv-s74- r1av 4, w t � I - „ } 341 } 00 T 454,50 , p Go 933 42+50 /133 \_cp�/ Vis. V z n �f�ft`f s i r , 2 1y�S a t u a v k o t t 3 l dF 7 Ir I 4 r Q /�� ' t 936— t 2 7 fl 944' t 1771- > _ } x 43f60 416 7 M i a L A. °t r 9 '7A- AD 44,00 69 re r a . �U k alpu xv E > . 3 r 0, �t ` 93844 +570 �- a 939 MAI 46 *, 00 CITY OF ate i ti r f a I h a — 42+00-70-46+7 QQf<1V — f ,a gas e ox N, I V 01 -F�B v o T:.j I r2 c 4� L b. �2 t�)r-.�_ L EfT) P ayn rwo all Q7 A7 ox" 6�1 -4111 V) 6938 00 Y m 14-1 B76 a E3 -f�>r2 I r2 i g 37 +, 55 T) 47 o r2 i EyTC2�� C#j 'FT) 47 tj 4j is's a If lit ar Lit 40 4Z7 4 Cr,7 5 71� rAV T + FT Q I Bee _1V f 01% FT� rt 9 + ull x I t/K 4e� 40 /\�Y iff J:=F -Z) I Vt= Coo 7'--T Q I ct L C)r_4 I it S + '924 _L) Zrziagkr) `C9066 tE 04 "y AT-* i", m v�It