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1993 - El Bordo Road, Vista Bonita
MR iF �R! A, �2!7 I mml. �,j LEGEND PLAN REVISIONS DESIGN CITY —S— SEWER LINE REV. DESCRIPTION DA TE DATE ENGR. ENGR. - WATER MAIN G-- GAS MAIN POWER ( P.G. & E- ) TELEPHONE ( P.T. f3 T.) CABLE TV ( C.A.T.V. ) TRENCH FOR ELECTRIC, TELEPHONE, CABLE TV STREET LIGHT FIRE HYDRANT 77. GATE VALVE Joe' MANHOLE CLEANOUT ELECTRIC SERVICE TELEPHONE SERVICE J&. lc:_ CABLE TV SERVICE TRANSFORMER GAS SERVICE STREET MONUMENT 777, 75K-7- STREET TREE ........... > THRUST BLOCK PLUG TEE t CROSS j I It I=7 �W�t ON -r g BLOWOFF &%use- REDUCER --------------------- ---- v GENERAL NOTES 'C I EROSION CONTROL to CONCENTRATION OF RUNOFF BY CONCRETE URBS OR PAVEMENT CAN LEAD TO EXTENSIVE EROSION DAMAGE PARTICU- LARLY TO CURBS AND GUTTERS. THE CONTRACTOR" IS RESPONSIBLE FOR DISPENSING SUCH RUNOFF THROUGH USE ' OF DIKES OR 10THER MEANS t4t411t., PrtL IMFFLVV�-Mt,�NTO 10r�;F--rf4j�ft: rj,,AN0 to 6,0Mr11e-rp-, 2. EACH CONTRACTOR WILL BE RESPONSIBLE FOR THE PREVENTION OF WIND EROSION AND DUST CONTROL WITHIN HIS AREA OF OPERATION. HE IS TO MAINTAIN A WATER TRUCK ON THE PROJtCT AT ALL TIMES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT AT 1-800-642-2444, A TOLL FREE TELEPHONE NUMBER, FOR LOCATION OF POWERs TELEPHONE, Alt.. OIL AND NATURAL GAS UNDERGROUND FACILITIES AND HE SHALL ALSO, CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION QF,--,CA0LE TVs WATER, SEWER, DRAINAGE, OR OTHER UNDERGROUND FACILITIES". 4, TO MOWTAW Xfr (/ViqF*t; MWc,-)T M e7pM ANV Aw,, WNC)TR46-rioN ON 6vpNjy rrvpr�::Fry je:� To T14�, ttrpOVAII AqV ""ATIC -r'QN Or 47 (ATPK),M, o 6vN-T1A6'TQF- WM/ roc/t w-ral t0N011`N6T1VH APP�,AIO 0F eW1411A�- T *4 Tirs M&N UN t;,V vor-00 %0 M t/1ITM/F- �IIMI or 111�1 INTV-eW MAI 2- COW wi-N w7rA iWrm wo-ma v m- rvenw Twwrl4owr fit t/t, 72 v I INDEX < T- or A FEZ ..f ,7e;v4f:F- ILA] 0, V i�Ttq Mq ITA �TA, 0 4- 00, 00 -rRN 0-rA, 4 4-1 19r-Iq + TW r(rrr-(2x, WOA-rloN or- TI ON Or All 148 V, C14(w (e)m 66N e;71 tj t4 (e,p/rc, 61 W, NO Te/-7) �0 ri 0 N 6ON C MAU T 4 o I+ I- r,-yl "T"If f-� 0�9TA- 111 L 11 H-AVIN&I Film- > A V E N E L A M\ r CL. R lk 11�1110111 110 ago V y N 1 29743 Exp.3i3i/gs Civi A*Tpt6CApm0 1vv-)-1%$kL WxTek- Co, eipo.CA(It /544ILOV 64 7V.' PIC I=F , ^461, C if 'DATC PATC, VATIr A Drw Chk. pr ovc 4— Z4 CENTRAL COAST ENGINEERING (0 T! 7' ' E s H E E 7- 396 Buckley Road E L 1�,�i LuIE b'spo, ',4 4 4 n o e d r ? %111-V0_7'6-X Xct- -94774-,* 21,�', 4t �DIAT ro els ------ I IN ex gonna= 1-M iF j w W _J �z_ r T 5- " ''too ear. 49 r. (�OLr Wr—%,F%0' %ojr J 1-4-, 0 UAL., 400LOOA.-o /424 WA4 Z_ WALL NOTES V\N. CONCRETE 2000 PSI ele ASTM 90, GRADE N MASONRY C4 REINFORCEMENT ASTM A615, GRADE 40 (24" MIN. LAP) MORTAR 2000 PSI 71 -d. GROUT 2000 PSI (GROUT ALL CELLS) 41 SPECIAL INSPECTION ON ALL MASONRY PER U.B.C. SEC. 306 J6_4 z x /00Z 2V 0 SOIL N WA a- - OTES 0 -oil ......................... ku JJ SOIL WEIGHT ' 110 PCF N PASSIVE PRESSURE 350 PCF ACTIVE PRESSURE 50;PCF ,$4 416'0 6 iEiLIL - - I i I I .. I BEARING CAPACIT)( 2100 PCF k, �AX NX SLIDING FRICTION 0.50 41 X M S, z 0 _WAY. , 11V 6 0 �n,, pt 6' 8 110 _tt 1'0�WATeV- 7 - 4 -Art- 8 0 ON I_V17"mr— N vno-o,F, ------------ A'J"� 4A0 ML At 4� OMIT T --mor-OrAy-IN M-0r, 0 WAY A- + 24' JONT AT&F4 wy -T I/I�/V- MF- A 'Z:, WM/F 14%1� E;NVr-/L10% lie, k Ti 4� A� W411'41- 3-;-�? --xvz zo ii _J_ _E4_311 K % r 2 -7 dJ TOP 41 1Z, x tit k4 k 4 0 61 V J An64#1 0 A P #164 00% -M I IN 4 8 N G E T Y.PJ G.A.-L W',A,L L -D R,A-1 N A 5 - 4 -7 �_Og 10e�7 /0" 1561r'&A-1 1�� ,E L 0 R D 01 V E9 RETAINING WALL., DETAU S a 7 -A -1 1111 J-11 1i_ ---------- ----------- t CONSTRUCTION NOTES ............------- ------- J__ The contractor------- accordance with-, all 'iL--L-,�L-- ---1-'.. -1 .. . i 1 No construction shall be started without plans and/or -1-A_ A_City i3ncroachment permit is required For any work within y _J -i ---------- -7, ractices the contractor shall be required 0 tion p permits approved by the City Engineering Department. The City -the publicr-ight-oF-way, For b th sewer and road construction and ccepted constructi IV-: ....... ------- C ard shall be 'posted on the job site prior to the �o -assume E De f or' :t f -uction, Any construction done without approved s O s s s -4. 4 to starting constr e jL j J r, - acting on. behalf of the Zu o e M 12. -)k nd will be at the contractor's and/or owner"s _T_ agrees ------ an pr e f ----------- -------------- rtmen ons t te 1514--___ ------ solve Unforse- f ------- y 2. O O t, y �iD f O projec 13. c r VZ. J mg, e From design professional . 2%J ------ r O l changes which deviat iions ,R ZZ, ir -------- nce with the County o O s For "as- 2Li. The contractor, shall maintain two-way traffic at all time 3. s S. --- -- ----- an -A Z r fo . No. changes shall be made without prior approval ;Traffic control shall be in accordance with the current Caltv ey fc 101 -------- to Al I -1 11.-� 11-1 11 1.1 11 'J.,�,,__,_�" -1-1- e r J- �i# �i__ - I ,. I _T_ A the location and 11f. 0 y -------------- _Z_ N A-t I\Itl O ff _77-1 tet on ma"Cerial and Co ML a y O n i UK_ ----------- ------------ t f IS. _J ------------ , ing y ci f y ity 0 te mail boxes shall be- replaced in a manner Development. and Engineering Departments. A o y ............ T_ Ive L O J o to ---------- gy --------- ---- ---- rities in cted to 90% relative compaction. O 4 IF he maj Se 6. e must 7� f J impr when :the grade y T appr 000� 4...... --- ------- ------------r__ ................ fy e t preparing the "as-built" plans shal I -be present when the final Al "'J _A_ ------------- s ------- 4__ .......... L7 7. f o . A, - -------- ------------- RIF- pm� 19 Any survey Monuments within the area O c ....... PLAN REVTSIONS ' 8. stered civil engineer or licensed ...... k s ------ -vayor in accordance with sr sur 1and ----------- _J :re H, w, La'nd Surveyors and Subdivision Map Acts. DESIGN CITY ------ the location of been made to define REV. DESCRIPTION DATE DATE SO S. An effort ' has J- N fr 'the job site 7 underg the round facilities within ENGR. ENGR. IRL-N U. ............ y, curr*ent !t pot be y, and other underground structures ma ;1'and shall be supery -------------- and their location where shown is appr, -70 V49 d lorin VriOh7 'Ada' V_____ n - All ised by' a soils engineer when required by the , A?eI7 - Engineering ---------- ------------ ------ ------- ...... locating. or. l s. that he shall assume sole and �City y for lete responsibility comp -otecting ''Y -s it,e grading or other construction work shall not be, A al An off facilities and For pt ther :Az, P owner i u, s, p O tility 'companies t 22. ' No trees sh is rom the City JL ------- shall, contac The construction R ------ ----------- and shall verify the location of ---------- or to ,the. start OF exciavation %`�---------- C pr _0 e Q% V oej,410 46 V� oy 3M # N ---------- _J & P 11 be present during excavation-. 17 -1". T'. 1k _n_ m -�A_"4" K "012 'K & PANI.S_ H .. RtDGE ' . CENTRAL COAST ENGINEERING EL BORDO AVENUE OF _!� Nq gee 1,2 TRACT 1 488 mpooptc 64* t-YP 5 1941-17 M-M-01 ----------------- KZR �d' �,F"e tZH,'dR, _'d,__ 'd 'M ;g gg,' 9,1� 00 7 �3 "N ffi,_Z El M b.P, VA_rR _10940 -00 6 0"6 70%ro u c 7 7 om HOMO j I v It's k 17AI09 To CO3A/g7XUj5rj0/Vj 7'149 WO jqXr, WR rt-IZ VA7,q W Izo,00 mmg vcyr�� jqlvt,? yoxmalrn I mq 710AI,16'7-0 m- r-Iror 01496 pr 16�1 t2lr �H r, to 09 Vt-W4 Y RPi PXOR4 W skj vc-A r_1 al? 20,64, MOV10.5 'T6-4fP0AqXY"r-6qe1.A16 L 'g, WIVW,4Y 07'XUC7aXR1, 9C-Cr101V0 70' A5_ 3K rop. 79&6- VC-7��94411VW RY - or- v `x w,ac--1.4 r 7 5z eva t7ppgoo" &06RTION or- I& ksN %. ?��Ozv loot 'A- VZ P&691 00 COA19 rX VC r10A1 Ue,,?fNer iq r,t. Or 4�* WAM-9 44171H �O Q� 41 c M '*,i Q� z -1 �_Ap "Z mo me 6 urpt x1civ r2, to r.,b, Z& St t W T14) 6/ cow, rgovim m UT, WAT�f- pn t2 mg r-,H, p#rc,c, 0 OV69 IV c7n"10 W/ VAV I-A vveoo try L 10 OCAtt 70f 0 el 7Y TP v A 100" % gL# IV$ kb- "Y 7A c7g C7 fv1 Lkj1prc4ifrTl t4 t-of_�� 1 1_;_i_0 '.3 �, - L 1,T rl_a , Z-74 end, �V, Loof w 1, T 50'10 1, ellOrX 0 N 49aevo AQv- V vdt doom ___ I %. lie, f rM I P, A-1- r1q4111 1'/v �,A Tqi�TA W H K_ MN U fen, F-,,or,V 1/1q. s [00T. FOLE-TIE ILL W" (ALL WDE6 CWT. 64E lb U)WE FM Ak VA Y�y I N vq I rrrH -if t-Y16 6MAIN, INg r-OICC-& 9109'r" Or-,WAY R 116(k-_LL1Z:__thjj_I-V Ilfr hpi%63 00 IL F qF- 11 E;r 11 TVU�MP6 "M r 1+81* 0004,50 16'�qDpc_ A -4eb L C-Jyl6r, do f-,r;vl,9b 1L IWA V W-1 I%O'Le lOVIVA 76 Agj_12AI/ Izz N MIN, U71vFT7-7F.,--1 Qr W� G Azi 6t*� rv- r s 44:;r pL a At 11� I .. - C its" s IT%,0'6 1 a k.,C7 _N UTI? t CIP Ilk, 7C> 4\z 0 ir rr�.i�ktr to IV N vw-m To -r+fr,: RX, CUM 1947;q ZZ 'WOTR 7*HPU 9-rg&P-r tlttoo. qrrv;mv Tv Ci� 00 A 1� iltVq 4r -1 INV 8 %OPF- -fl 0�4 6A61 t'..-1 1100011t A.--Pp #%*I- f__ ,// N tz 0, 94 9 "s agao arm IQ#. V9 will, f4f %a %f Owt L P.-It 10) 4 1?!:i57Q A' TYPICAL ROAD SEO%TION A 1%0, `�V Q� 4- VAF:�(Itq� WIVTf� r-r-OM P/t,, 10FT12 A\15NU5,'rV T14YEN A-r-014MV lw* �Const CL STA 2 4 5;rOekf VVA11V C 11L 6 5.4 Ck--- -------- ......... �5 C 4 t 6 I 9'Y6�k7T '200 FT, Ve1Z-ti,C.UXV& ............ PLAN REVISIONS DESIGN CITY ........... R EV. DESCRIPTION DATE DATE 0 ENGR. ENGR. 9 n7 W 47 116ordo Ave, addav 9 01/6 4d ----------------------- ---------- -piv [+Lie 01NO I�qio wo wo tou: ............ ................ Qj .............. v .............. ....... ---------- ........... -------- ............ ............ 5 r CU9 vc 0 r VeP ----------- 16 _0 IL V_ vv_--------- 717-lop? v PT L.-, -4 ...... let'007 ............. ......... ---- - ----- 40 000,t,-v-I ---------- .............. tow 100 0001p %all%OW%001 U-01 I- I I ,, 1. - zw_�----------- ----------- �,7 r -----------VI 0 OAJ f V& Mitt? e W toc/Irl ....... T OP w pit It? Oy colvr .46 ro)t f X fox Vo Comm "Icrk? 39,6 SUCKL,EY ROAD VISTA ' 130N] TA CE TRAL COAST ENGINtERING SPANI'M ww"I D G w" B I'EN ' 4 6. Z X P 197 RACT. .1488 - ------- A/0'AN Luis 041SPOS CA 934401 L. M..ADDALENA#, ROE" 126 ------------------- --------- I S ta rag Mfftf vermb mwr lo/ ,No v,ctvr-w.qy bocRT10107 6HOW q9r_ mo -r -ro rpt 'T wl H115115t, 61 I NS ON eN41,1� TO I CITY REV. DESCRIPTION DESIGNDATE DATE ENGR.- ENGR. 43. CEN T RAL COAST ENGINEERING 396 BUCKLEY ROAD lco� -el TRACT SPANISH RIDGE 1488�a A - �� SAN LUIS OBISPO, CA 63401 BEN L MADDALENA RCE 12545 EXP 349,7 IN. 3. EXl< UADE AAMP Tv10 r7t 10 q. 3 00 Flom ------- ETAI,N I N.G . W LL .ND 'FLOWLIN.E.-PROFILES AT TURN AROUNC" ill-- 10, t4or-ft, 1, 001 vi; t � �, �� �- p - -�� � 1 �► � PLAN REVISIONS I CITY REV. DESCRIPTION DESIGNDATE DATE ENGR.- ENGR. CEN T RAL COAST ENGINEERING 396 BUCKLEY ROAD lco� -el TRACT SPANISH RIDGE 1488�a PRIVATE ROAD �� SAN LUIS OBISPO, CA 63401 BEN L MADDALENA RCE 12545 EXP 349,7 Ll v v I Wt, VK . .. . .. . . . . ....... ... . . . . . . . . . . . ... VIV/A Mr- Vr,--rA1t- N� .......... ... . RY" FE ING _-Z Aho NC E"D 00 `ALL--QRA4NAGE FROM LOTS 1 TO 8 SHALL B/,E CO. TIM nw-flom ............... T7 N, `T40 `T4iE"AD%t*�% -.SITE DETENTION. BASIN,. f1NAL 11 -------------------- .... ....... --------------- ............... _- --------- ......... ------------- % Rocc: 19U ---------- ............ N` G--THE-----I3U4L0 MIT P .. . ..... .,_11.,,,,%1 EN,0(NEe1RNQ,1 4NG PER ------------------ ................ 3, ---------- 0 ----- --------- ---- -------- T-14 .................. ------------------ t T -13 T % ............ 4,0 .00 4i'T"_A lao Az ----------- - ------------------ te S 1 14 0 .......... . ................. ;ac ------------------------- ----------- --------------------- 2a 4, T�r 15 ....... . .......... T-1 --- ..... ....... - - - _... ._ . .- . -- . W- - -4r ........... ------------------- ------------ ........... 1,2 7,77- --- ---- T t7A 3 -9 -121 ........... -T-+" 48 CIA 2 11-V T I rj& r . ........ .............. .......... T- 17-2 1090 .......... .............. .......... ------- 00' ........... T ....... 2----------------------------------- T 0 o 6 0 . .... LOt" T...... .......... 10 4 0 . ...... -150 90 T .......... t ------ - - - ------- -177 T ---------- -T ----------- 0 8 0 10 8-- 71' 4k_ . ........ ..... . . . . .... I w .... .. .......... .............. ........... o.t. - -------- 8 T .. ....... . ....... .... ....... ....... .............. -161 16 1 ---_----_ ........... ............ . ..... ....... a ---- I 10 7 0 T�... --------- T 5 8 ....... . ........ ... ... -------- .............. ........ ......... # 1.0. . .......... .... T-- 8 7- T-4,0-2-� ----------- ...... .. T )21 Tj�!e- ---------- - --------- --- - --------- T-9 ...... ... Ilk ........ T 0 ro .......... ...... ....... ------- 0 ro 0 ----------- ........... .4. t ...... ------ -------------- 8 ---------- .......... ........... ...... --------------- 5 0, ... ....... .......... -------- ------ 0 ....... ...... ....... ..... .. -- ---- 0 Ldt 2 L_0 ....... .... ...... _.ANN ...... -80 ---------- ............ ------- --------------------- .... ------ .......... ...... . ...... . ...... . ..... .. . ..... ---------- ---- ...... Lot 4 ...... ........ ........ . ...... . . ... ...... ............... ... .......... 1 50 ------------------------ T ........... ---------- .......... ....... ...... . ..... ------ ............. - --------- .7 ----------- ......... . . ........... ....... ------- 4 0 T -T ...... ....... .... .... . . . .......... ..... ----------- ........... I --------- -- .......... ..................... ------- ........ ---------- ........... "CONS-TRUIP . ..... 'PROWDE 'T-2 ozo, T,.2, .............. . ......... -Y'j! -Fj CINa F. OR r? EA .... ........ ........... T� 60-0 ------- .......... ............ . ...... ....... .... ..... . ...... ....... ...... *T a, ------ ...... ........... .......... ............... 3 ...... 52. -59 ............ T T -3.7 .............. ------ ...... 0 .0 ------- .......... ......... ..... . ........ ...... 20 . ......... T ------- .......... % 0 ------ o T-S 5 .... . ..... . ..... . -4 8'*-'-'-- - T-3 9,- T T ----------------- .................. .9 T I 01� ------- Bo ..... .......... ......... .. .... .... ---- ---- -- t 0 ...... NO ---------- ............... 6 Al ------------ ------------- . ... .... -ou 3 . ..... I --------------- v PC �Ieo 30 r�- T T-2 9 1000 .... ...... fit 7 ----- - - -------- - ----------TW H f4� NO Tog,) W/ 11 It VWN� MIA.. �OW, WP� el V 4 1 TRK) toop 12_pvV MW WA7% AO VI"19 IIFIH( :11H 44i --- -- --- -- - - ------ F Olt t;I M I K, F_ vqffM� OTO f WW9 J_ , '.. lie WI -ON m-MIRV SCALE, 1 20' Z" �VF- Ml� Sb J it lit A '/'/�6,p V '2 C9 V% 4", f -5-3; e 6 E AS J5 m9m A i, � 4& 04 A 1 10 A-- /111 9 r rl V I t: kp I I V r. r1A I L I IN U IJ= I 1A I y I T rlk4j/-\L UNAIJ11INU Ot:kao I IVIM A A C*NTRAL COAST ENGINEERIAG 396 BUCKLEY ROAD TRACT 1488 GRADING TREE PLAN SAN LUIS OBISPO, CA 93401 BE N- L* M"'ADDLENA, ROE 12646 EXP. 3/9'7 SPANISH RIDGM A OV4 PLAN REVTSIONS REV. ION �4 Z$IG 40p, ......... T . ........... -------------------- ------------ v v I Wt, VK . .. . .. . . . . ....... ... . . . . . . . . . . . ... VIV/A Mr- Vr,--rA1t- N� .......... ... . RY" FE ING _-Z Aho NC E"D 00 `ALL--QRA4NAGE FROM LOTS 1 TO 8 SHALL B/,E CO. TIM nw-flom ............... T7 N, `T40 `T4iE"AD%t*�% -.SITE DETENTION. BASIN,. f1NAL 11 -------------------- .... ....... --------------- ............... _- --------- ......... ------------- % Rocc: 19U ---------- ............ N` G--THE-----I3U4L0 MIT P .. . ..... .,_11.,,,,%1 EN,0(NEe1RNQ,1 4NG PER ------------------ ................ 3, ---------- 0 ----- --------- ---- -------- T-14 .................. ------------------ t T -13 T % ............ 4,0 .00 4i'T"_A lao Az ----------- - ------------------ te S 1 14 0 .......... . ................. ;ac ------------------------- ----------- --------------------- 2a 4, T�r 15 ....... . .......... T-1 --- ..... ....... - - - _... ._ . .- . -- . W- - -4r ........... ------------------- ------------ ........... 1,2 7,77- --- ---- T t7A 3 -9 -121 ........... -T-+" 48 CIA 2 11-V T I rj& r . ........ .............. .......... T- 17-2 1090 .......... .............. .......... ------- 00' ........... T ....... 2----------------------------------- T 0 o 6 0 . .... LOt" T...... .......... 10 4 0 . ...... -150 90 T .......... t ------ - - - ------- -177 T ---------- -T ----------- 0 8 0 10 8-- 71' 4k_ . ........ ..... . . . . .... I w .... .. .......... .............. ........... o.t. - -------- 8 T .. ....... . ....... .... ....... ....... .............. -161 16 1 ---_----_ ........... ............ . ..... ....... a ---- I 10 7 0 T�... --------- T 5 8 ....... . ........ ... ... -------- .............. ........ ......... # 1.0. . .......... .... T-- 8 7- T-4,0-2-� ----------- ...... .. T )21 Tj�!e- ---------- - --------- --- - --------- T-9 ...... ... Ilk ........ T 0 ro .......... ...... ....... ------- 0 ro 0 ----------- ........... .4. t ...... ------ -------------- 8 ---------- .......... ........... ...... --------------- 5 0, ... ....... .......... -------- ------ 0 ....... ...... ....... ..... .. -- ---- 0 Ldt 2 L_0 ....... .... ...... _.ANN ...... -80 ---------- ............ ------- --------------------- .... ------ .......... ...... . ...... . ...... . ..... .. . ..... ---------- ---- ...... Lot 4 ...... ........ ........ . ...... . . ... ...... ............... ... .......... 1 50 ------------------------ T ........... ---------- .......... ....... ...... . ..... ------ ............. - --------- .7 ----------- ......... . . ........... ....... ------- 4 0 T -T ...... ....... .... .... . . . .......... ..... ----------- ........... I --------- -- .......... ..................... ------- ........ ---------- ........... "CONS-TRUIP . ..... 'PROWDE 'T-2 ozo, T,.2, .............. . ......... -Y'j! -Fj CINa F. OR r? EA .... ........ ........... T� 60-0 ------- .......... ............ . ...... ....... .... ..... . ...... ....... ...... *T a, ------ ...... ........... .......... ............... 3 ...... 52. -59 ............ T T -3.7 .............. ------ ...... 0 .0 ------- .......... ......... ..... . ........ ...... 20 . ......... T ------- .......... % 0 ------ o T-S 5 .... . ..... . ..... . -4 8'*-'-'-- - T-3 9,- T T ----------------- .................. .9 T I 01� ------- Bo ..... .......... ......... .. .... .... ---- ---- -- t 0 ...... NO ---------- ............... 6 Al ------------ ------------- . ... .... -ou 3 . ..... I --------------- v PC �Ieo 30 r�- T T-2 9 1000 .... ...... fit 7 ----- - - -------- - ----------TW H f4� NO Tog,) W/ 11 It VWN� MIA.. �OW, WP� el V 4 1 TRK) toop 12_pvV MW WA7% AO VI"19 IIFIH( :11H 44i --- -- --- -- - - ------ F Olt t;I M I K, F_ vqffM� OTO f WW9 J_ , '.. lie WI -ON m-MIRV SCALE, 1 20' Z" �VF- Ml� Sb J it lit A '/'/�6,p V '2 C9 V% 4", f -5-3; e 6 E AS J5 m9m A i, � 4& 04 A 1 10 A-- /111 9 r rl V I t: kp I I V r. r1A I L I IN U IJ= I 1A I y I T rlk4j/-\L UNAIJ11INU Ot:kao I IVIM A A C*NTRAL COAST ENGINEERIAG 396 BUCKLEY ROAD TRACT 1488 GRADING TREE PLAN SAN LUIS OBISPO, CA 93401 BE N- L* M"'ADDLENA, ROE 12646 EXP. 3/9'7 SPANISH RIDGM A REV. ION �4 Z$IG ENGR ENGR. All v v I Wt, VK . .. . .. . . . . ....... ... . . . . . . . . . . . ... VIV/A Mr- Vr,--rA1t- N� .......... ... . RY" FE ING _-Z Aho NC E"D 00 `ALL--QRA4NAGE FROM LOTS 1 TO 8 SHALL B/,E CO. TIM nw-flom ............... T7 N, `T40 `T4iE"AD%t*�% -.SITE DETENTION. BASIN,. f1NAL 11 -------------------- .... ....... --------------- ............... _- --------- ......... ------------- % Rocc: 19U ---------- ............ N` G--THE-----I3U4L0 MIT P .. . ..... .,_11.,,,,%1 EN,0(NEe1RNQ,1 4NG PER ------------------ ................ 3, ---------- 0 ----- --------- ---- -------- T-14 .................. ------------------ t T -13 T % ............ 4,0 .00 4i'T"_A lao Az ----------- - ------------------ te S 1 14 0 .......... . ................. ;ac ------------------------- ----------- --------------------- 2a 4, T�r 15 ....... . .......... T-1 --- ..... ....... - - - _... ._ . .- . -- . W- - -4r ........... ------------------- ------------ ........... 1,2 7,77- --- ---- T t7A 3 -9 -121 ........... -T-+" 48 CIA 2 11-V T I rj& r . ........ .............. .......... T- 17-2 1090 .......... .............. .......... ------- 00' ........... T ....... 2----------------------------------- T 0 o 6 0 . .... LOt" T...... .......... 10 4 0 . ...... -150 90 T .......... t ------ - - - ------- -177 T ---------- -T ----------- 0 8 0 10 8-- 71' 4k_ . ........ ..... . . . . .... I w .... .. .......... .............. ........... o.t. - -------- 8 T .. ....... . ....... .... ....... ....... .............. -161 16 1 ---_----_ ........... ............ . ..... ....... a ---- I 10 7 0 T�... --------- T 5 8 ....... . ........ ... ... -------- .............. ........ ......... # 1.0. . .......... .... T-- 8 7- T-4,0-2-� ----------- ...... .. T )21 Tj�!e- ---------- - --------- --- - --------- T-9 ...... ... Ilk ........ T 0 ro .......... ...... ....... ------- 0 ro 0 ----------- ........... .4. t ...... ------ -------------- 8 ---------- .......... ........... ...... --------------- 5 0, ... ....... .......... -------- ------ 0 ....... ...... ....... ..... .. -- ---- 0 Ldt 2 L_0 ....... .... ...... _.ANN ...... -80 ---------- ............ ------- --------------------- .... ------ .......... ...... . ...... . ...... . ..... .. . ..... ---------- ---- ...... Lot 4 ...... ........ ........ . ...... . . ... ...... ............... ... .......... 1 50 ------------------------ T ........... ---------- .......... ....... ...... . ..... ------ ............. - --------- .7 ----------- ......... . . ........... ....... ------- 4 0 T -T ...... ....... .... .... . . . .......... ..... ----------- ........... I --------- -- .......... ..................... ------- ........ ---------- ........... "CONS-TRUIP . ..... 'PROWDE 'T-2 ozo, T,.2, .............. . ......... -Y'j! -Fj CINa F. OR r? EA .... ........ ........... T� 60-0 ------- .......... ............ . ...... ....... .... ..... . ...... ....... ...... *T a, ------ ...... ........... .......... ............... 3 ...... 52. -59 ............ T T -3.7 .............. ------ ...... 0 .0 ------- .......... ......... ..... . ........ ...... 20 . ......... T ------- .......... % 0 ------ o T-S 5 .... . ..... . ..... . -4 8'*-'-'-- - T-3 9,- T T ----------------- .................. .9 T I 01� ------- Bo ..... .......... ......... .. .... .... ---- ---- -- t 0 ...... NO ---------- ............... 6 Al ------------ ------------- . ... .... -ou 3 . ..... I --------------- v PC �Ieo 30 r�- T T-2 9 1000 .... ...... fit 7 ----- - - -------- - ----------TW H f4� NO Tog,) W/ 11 It VWN� MIA.. �OW, WP� el V 4 1 TRK) toop 12_pvV MW WA7% AO VI"19 IIFIH( :11H 44i --- -- --- -- - - ------ F Olt t;I M I K, F_ vqffM� OTO f WW9 J_ , '.. lie WI -ON m-MIRV SCALE, 1 20' Z" �VF- Ml� Sb J it lit A '/'/�6,p V '2 C9 V% 4", f -5-3; e 6 E AS J5 m9m A i, � 4& 04 A 1 10 A-- /111 9 r rl V I t: kp I I V r. r1A I L I IN U IJ= I 1A I y I T rlk4j/-\L UNAIJ11INU Ot:kao I IVIM A A C*NTRAL COAST ENGINEERIAG 396 BUCKLEY ROAD TRACT 1488 GRADING TREE PLAN SAN LUIS OBISPO, CA 93401 BE N- L* M"'ADDLENA, ROE 12646 EXP. 3/9'7 SPANISH RIDGM A F/� 49. Multi, 1011,5" diameter Live Oak " 120. 10" diameter Pine Remove REQUIREMENTS: JACK BRAZEAL 50. Multi, 8'1, 6t1 diameter Live Oak " 121. Multi, 2", 8" diameter. Lave Oak Retain The attached, "Tree Protection Measures" are to be followed in „ all instances to insure maximum protection for the trees to be 'TREE CONSULTANT 51. Multi, 3", 6" diameter Lave Oak " 122. Multi, 2", 8" diametex Live Oak retained. Tree protection fences are to be installed as required 4531 SKIPJACK LANE WESTERN CHAPTER PASO ROBLES, CA 93446 � by the City of Atascadero Tree Ordinance. Install the tree pro- 52. 14" diameter Live Oak " 123. 5t1 diameter Pane tection fence prior to any commencement of work on this site, i.e., 192'4 NNM..r WCZSA 0163 ._ grading, clearing, cutting of trees or any other type of con - (805) 227-6140 53. 6" diameter Live Oak " 124. 9" diameter Blue Oak struction work. Plant replacement trees, one for every tree X\ „ removed (15 gallon size) or pay to the City Reforestation Program, �1Q'$ ®R`c✓ 54. Multi, 2". 8" diameter Live Oak °' 125. 4" diameter Blue Oak $100.00 per tree removed. 55. Multi, 2",18" diameter Live Oak 1t 126. Multi, 2", 6" diameter. Live Oak " Jul 10, 1990 - 56. 24" diameter Live Oak " 127. 6" diameter Blue oak Y " SUMMARY AND RECOMMENDATIONS: „ Due to the sensitivity of extreme elevations and heavy forestation �° ►1 1/ 128. 6" diameter Blue Oak of this site several trees will need to be removed (33) to accomo- 57. Multi, 3", 1.6 diameter Live Oak r Michael Szatlocky 11 and insignificant to this area. No negative impact this development. Most of the trees to be removed are small Alliance Engineering 58. 20" diameter Live oak of129. 7" diameter Live Oak g g p act to the urban Cuesta Street forest should result from this development. The developed area San Luis Obispo, California 93401 59. 7" diameter Live Oak " 130. 20" diameter Live Oak will be primarily on the existing bench which has hardly any 805/541-2278f° 11 131. 20" diameter Blue Oak t° significant trees. With the conditions and requirements of this 60. 16 diameter Live Oak report, I recommend that this project be approved. RE: Certified Arborist Report for;132. 6" diameter Blue Oak " � ",;yA 61. 6't diameter Live Oak Retain Ben Maddalena d 62. Multi, 2", 71° Live Oak It 133. 8/° diameter Live Oak 11 Jack Brazeal, Certified Arborist Tract 1488, Spanish Ridge �� 134. 28'° diameter Pine " Atascadero, California 63. 30 diameter Live Oak JB:pb 135. 1811 diameter Live Oak " . 64. 11" diameter Lave Oak " attachment SITE DESCRIPTION: 136. 1.5" diameter Live Oak " 65. 611 diameter Live Oak " Heavily forested with Blue Oak, Live Oak, Valley Oak, Digger TREE PROTECTION MEASURES: Pine, Scrub Oak, Coffee Berry and Poison Oak. Very steep for 66. Multi, 5", 610 diameter Live Oak 137. 10°' diameter Live Oak 91 138. 13" diameter Pine " 1. All existing trees are to be identified and retained the most part with one long bench running parallel with the site from South to North. This bench is the primary area 67. Multi, 5", 8" diameter Live Oak " proposed for the street and building sites. This site is bor- unless otherwise noted. dered on the East by the Chalk Mountain Golf course, on the 68, 139« 17" diameter Live Oak 6" diameter Live Oak " 2. No cuts, fills, construction material or equipment is South by the Atascadero Regional Park, on the West by undeveloped Remove property and on the North by•heavy forested undeveloped property. 69. 10" diameter Live Oak " 140. 6" diameter Pine allowed within the dripline of trees to be retained This site for the most part is a heavy forested mountainside. unless otherwise noted. 70. 20" diameter Live Pak " 141. 6" diameter Live Oak 3. No branches six inches or larger in diameter, one foot TREE INVENTORY AND DETERMINATION: 71. Multi, 2", 611 Live Oak " 142. 18" diameter Live Oak Retain from the tree trunk shall be cut without prior approval of the city. 1. 12" diameter Valley Oak Retain 72. Multi, 4", 7" diameter Live Oak " 143« 18" diameter Live Oak " 4. Trees proposed to be removed shall be identified with a "73. Multi 3", 6" diameter Lave Oak " 144« 8" diameter Live Oak 4ef»ove- sign provided by the City and posted with a Notice of a 2. 13" diameter Live Oak e Tree Removal permit visible from the street. 3. 15" diameter Live Oak " 74. Multi, 2", 6f1 diameter Live Oak 145. 1 6" diameter Live Oak k'ernove „ „ 11 +� 146. Multi 2" 811 diameter Live Oak ��er"OVE. 5. Temporary tree protection fences shall be installed 4. 27" diameter Live Oak 75. Multi, 2", 6 diameter Live Oak ' ' at the dripline of all trees twenty feet or closer to 5. $ diameter Blue Oak " 76. 1;0'" diameter Ailanthus Remove 147. 1$'B diameter Pine Remove any development. ,° 148. 8" diameter Blue Oak /1 6. Where development encroaches within the tree's dripline,. 6. Multi -10", 8", 5" Live Oak 77. 18 diameter Pine Retain a tree protection fence shall be installed at the line of 149. 10" diameter; -Pine '� encroachment. 78. 20" diameter Live Oak 7. 15" diameter Valley Oak Retain �° 79. 8" diameter Live Oak " 150. 6 diameter Pine 7. All tree protection fences shall be installed before 8. 20" diameter Live Oak " the commencement of any work on the site and shall 151. 13" diameter Live Oak remain in place until the development has final approval. 9. 15" diameter Live Oak �� R0. 6" diameter Live Oak 11 6 diameter Live Oak " 8. Encroachment within the dripline of trees to be retained 10. 14" diameter Valley Oak /1 81. Multi, 4", 8" diameter Live Oak °' 152' shall have specific dimensions and a profile showing the 11 82. 28" diameter Live Oak 11 153. 4" diameter Live Oak extent Of encroachment and tree protection measures. 11. 19" diameter Valley Oak '+ 83. 36" diameter Live Oak °r 154. 16°' diameter Live Oak 9. All tree approved bytthelCityons priordtoranyction commencementsofr e to be 12. 22t° diameter Valley Oak work on this site. 13. 8" diameter Digger Pine " 84. 12" diameter Live Oak 11 155. 18" diameter Live Oak " 85. 8" diameter Live Oak �� 156. 16" diameter Live Oak Retain 10. All. cuts within the dripline of trees to be retained is .14. 5" diameter Valley Oak °° to be dug by hand and all roots encountered two inches 11 „ 86. 6" diameter Live Oak " 157. Multi,, 4", 8" diameter Live Oak Remove in diameter or larger are to be cut by hand, i.e., chain 15. 21 diameter Blue Oak _D.a axe_, etc. and sealed with an approved tree seal. �: 1/ 87. 11" diameter Live Oak �� 158. Multi, 4"- 12" diameter Live Oak " 16. 10 diameter Digger Pine 88. 6" diameter. Live Oak Retain 159. 8" diameter Live Oak Save if possible `17. 4" diameter Live Oak " 89. 12" diameter Live oak Remove 160. 7" diameter Pine Remove 18. 6" diameter Live Oak it 90. 5" diameter Live Oak Retain 161. 9" diameter Pine " 19. 8" diameter Live Oak it 91. 10" diameter Blue Oak " 1 62 . 12" diameter Pine 11 Addendum to: 20. 13" diameter Blue Oak " 92. 9" diameter Blue Oak of163. 2-12" diameter Pines 21.. 7'° diameter Lave Oak Certified Arborist Report dated July 10, 1990 for: - °' 93. 9" diameter Blue Oak 1/ 164. 1.4" diameter Pane 11 Ben Maddalena 22. 7" diameter Blue Oak " t1 " " 165. 6" diameter Live Oak " Tract 1488, Spanish Ridge 94. Multi, 2�, 12 diameter Live Oak ,23. 4' diameter Valley Oak " Atascadero, California 95. 12" diameter Blue Oak °t 166. 7" diameter Live Oak Retain 24. 7" diameter Blue Oak " 96. 12" diameter Live Oak " 167. 4" diameter Pine Remove 25. 30" diameter Live Oak It 97. 12" diameter Live oak 168. 4" diameter Blue Oak 9t The purpose of this addendum is to adjust the original report to 26. 6" diameter Valley Oak " comply with engineering changes required to install the proposed 98. 6" diameter Live Oak 1P 169. 6" diameter Pine Remove access road into this tract. The major concern is that seven 27. 11" diameter Live Oak '° additional trees - will be removed. The revised Tree Protection and 99. 6" diameter Blue Oak " 170. 4" diameter Pine " Gradin Plans r Grading (sheet #7,&8) are to reflect these changes, i.e., 28 . 7'T diameter Digger Pine 11 11 � �� trees #118,, 1 1 9 , 139, 1`40, 144, 145, and 1 4 6 will be required to 100. 10�® diameter Blue Oak 171. 10 diameter valley oak 29. 13°' diameter Live Oak be removed versus retention due r.o engineering changes of the " 101. 8" diameter Pine " 172. 8" diameter Blue Oak original access road design. All. tree protection fencing or other 30. 10" diameter. Live Oak tree protection required or needed to insure maximum protection 102. 10" diameter Blue Oak 173. 16" diameter Live Oak for the trees to be retained is to be shown and noted on the grad -- 31. 9" diameter Digger Pine " 103. 6" diameter Live Oak " 174. 4" diameter Pine 01 Ing and tree protection plan, sheets #7 & 8. 32. 14'° diameter Live Oak " 104. 1.4" diameter dire Oak Remove 175. 18t° diameter Pine 11 All tree protection measure guidelines in the original report are 33« 18" diameter Live Oak to be followed when and wherever is applicable or required. This 34. 6" diameter'Live Oak Retain 105. 6t° diameter Pine Retain 176. Multi, 8i0, 1`0"' diameter Live Oak addendum is to be added to sheet #8 of the Grading and Tree Pro- tection Plan. 35. Multi, 14", 12" Live Oak " 106. 12" diameter Live Oak t/ 177. 4°` diameter Blue Oak " 36. 16" diameter Live Oak 11107. 6" diameter Blue Oak " 178. 4" diameter Blue Oak 37. Multi, 13", 6" diameter Live Oak " 108. 4" diameter Blue Oak " 11 Jack Brazeal PLAN REVI IONS 38. Multi, 14", 10°' diameter Live Oak " 109. 5 diameter Blue Oak Certified Arborist.. 39. 18" diameter Blue Oak " 110. 9" diameter Blue Oak °' 40. 1.0" diameter Blue Oak 111. 511 diameter Live oak " REV. DESCRIPTION DESIGN' DATE CITY DATE EN'GR. , ENGR. 41. 112. 9" diameter Blue Oak 14" diameter Live Oak " 42. 15" diameter Lave Oak " 113. 12" diameter Pine Remove 43. 15t° diameter Lave Oak " 114. 12", diameter Live Oak Retain 11 115. 10" diameter Lave Oak Retain 44. 4" diameter Valley Oak 45. 5" diameter Lave Oak 116. 24" diameter Blue Oak „ 117. 4" diameter Live Oak " 46. Multi, $11 , 6".511 diameter Live Oak ` t1 Ir 118. 13" diameter Blue Oak Remove NO. RAL UM 47. Multi, 10"r9" diameter Live Oak 11 119. 8" diameter Live Oak 1?ernDve 3-31-95 48.. Multi, 6"r5" diameter Live Oak Ct �r7g7 CENTTRAL. COAST ENGINEERING 396 BUCKLEY ROA® `"R`ASPANISH RIDGEURADINGTREE o � T SAN LUIS OBISPO, CA 93401 BEN L. MADDALENA RCE 12545 EXP 3/87- �� Revisions Approvals D is C r i p t /oA 8p Approrred Dente County En ineer { Reroen,�rewded b Deputy Co. Enaineer f�' A SIDE PRY e OLA A ILIL 4mvrAC7 suRFACEs ro RE MACHINED /0 11V rAPIW- ,SKID REs/srAN r � 4 � I 24" /Mdet'L VVN A-640. eWn7XVr A PXX goer) err APPMV= ZZWJAA. MM Ca�crci ty sftcrfJ , �Gfequcste J�e�I« �'tcr% 1 Sperr"ification Rst couwrr OF saw Lala oalsP4 Scar•.' ENGINEERING OEPARrwENT MOAPE Drawiag No. . EWER IMAW- OLS" CCS #/ R 5.1 IN Revisions APAMvols U N Z A 1I 0 a t I NJ 444MHO G 6 e0k'6R rrzA0E A- 15 30 OvC �jpdI24I/�D eaVAL I ri_OWL66CINE,.' /�/s ION LA'G 12 OF lJ/1�� 1 4 : p .. ,U 14-' 0'' OPEN/N6 //VS 7-4 L G a 41,PAM 3RA GAG [1,4 1✓Z6,0 . �-•�--- . _._.. �- I A-1565 peOr'&Cr/No45A r A- /577 /3AB' END AlVrH0%2S A-15 74 /3�1.0 s pPU�'T` eiz7s Ar 2/"d•c /z61NV'0/VC1A1S -3 roc ro ,eE ........... Vk 74 L ,9CA1_ 45•° 1=4t Rorvisions Description valve- box r ♦ • I r. oil iTIE? 7 Q. ` ... I I / r�W Wla WR 19MMM7, M 100%HIP i . r + t1 1 Is _ 14 Hars•�ca•r+u® wtta't'4 �'�� WIDTH- _ SpelAc fUcaflon Rol.CW7wl of s 1.1115 DEtsf'O Sew/�: ENG,NEERING OEPARMENr N e U Drawing A40 ... M- -.VA L VE ANCHOR dM V j 4.1:. W oc i R etvi s i pan s A ppravals Description �y .4p�+cawd Date C Erryine►or• En intern -- Rood Oiv iR Racae►�e:nd�/ l+y Chau fy // Gsl s'nerinetor Z'! 7.1" CU05 EQUAL LDT L04e "N � uF BACK OF CURS PROPERTY LINE GUTTER FLOW LINE BACK OF .STOPPER t MIN. ANGt"t MC:7eg 45i'OP MW. A L.E k'�e"TLIZ 5iiaP SIDEWALK VARIES SEAL, w e. Cil DEWALK 12" to Pipe4 box I" A 50V E 1AET�lt er�tc SU9V=a►/GL« / �it7GWA1.K ` 11dTD 4UI�tI TABLE 1 ANLxLZ Me'= STOP � ME 1. . - V00 PIPE I&M AT EAC,4 YURUST AT FITTINGS -- .• .._. y -�. S a, LET AW OUTLET FOR V. C.p CK WOOD GRAPE 'o A.C. SEWER5a ® t 90' dog. A A /.. j� - •.� ,fir. 1,320 660 150 t 1,420 t M&UUCLE FVAL46 A"ID C.cP4MV 10 0 9 3 2o72 93 150 TO VrJJK tM-tA►tL UO. 15-1. 1,470 FLAN VIEW yl 0 0 ° AS 4,700 2,380 S" OK 4s" ZttR iMVAG (5- VAXIIAUM) 6"580 90300 50"0 20550 i0 �► 00 99380 13470 T C1~TM (TYrICAL) 30"0 150 VANA Lr- WA4- .5 amu" 1'; 7e A, • 4,170 ?Rr:CA6T T1'rt Crit MIDAIWCar Tb 13,330 80860 10,240 A15TM VTWQkM C 47 - "T ' 15,310 210640 154319 --21,640 FOR CtAt�5 E tR!°3ti•! " Kcr-D 5,940 2.29 tY ITE rim 13,740 60960 MAMHC.Le5 ::)VALL" * WKMIZ T'1CAT. 209770 29,360 M 88060 _200 16 •100 tV_&L.AI.iT A•f""0Vr_V COY lUr-' IL212 17,880 910"_ 91000 COLNT`f &I4LttK 26,880 38,010 It 919 20,590 z 5 92- 10,430 19,132 stole NO SCALE Drowing No. JABLE 2. LEAVE O= Ft"- W C..4XWNt!L OR' U N Z A 1I 0 a t I NJ 444MHO G 6 e0k'6R rrzA0E A- 15 30 OvC �jpdI24I/�D eaVAL I ri_OWL66CINE,.' /�/s ION LA'G 12 OF lJ/1�� 1 4 : p .. ,U 14-' 0'' OPEN/N6 //VS 7-4 L G a 41,PAM 3RA GAG [1,4 1✓Z6,0 . �-•�--- . _._.. �- I A-1565 peOr'&Cr/No45A r A- /577 /3AB' END AlVrH0%2S A-15 74 /3�1.0 s pPU�'T` eiz7s Ar 2/"d•c /z61NV'0/VC1A1S -3 roc ro ,eE ........... Vk 74 L ,9CA1_ 45•° 1=4t Rorvisions Description valve- box r ♦ • I r. oil iTIE? 7 Q. ` ... I I / r�W Wla WR 19MMM7, M 100%HIP i . r + t1 1 Is _ 14 Hars•�ca•r+u® wtta't'4 �'�� WIDTH- _ SpelAc fUcaflon Rol.CW7wl of s 1.1115 DEtsf'O Sew/�: ENG,NEERING OEPARMENr N e U Drawing A40 ... M- -.VA L VE ANCHOR dM V j 4.1:. W oc i R etvi s i pan s A ppravals Description �y .4p�+cawd Date C Erryine►or• En intern -- Rood Oiv iR Racae►�e:nd�/ l+y Chau fy // Gsl s'nerinetor Z'! 7.1" CU05 EQUAL LDT L04e "N j} I BACK OF CURS PROPERTY LINE GUTTER FLOW LINE BACK OF .STOPPER t MIN. ANGt"t MC:7eg 45i'OP MW. A L.E k'�e"TLIZ 5iiaP SIDEWALK VARIES SEAL, tib SEND (45-) e. Cil DEWALK 12" to Pipe4 box I" A 50V E 1AET�lt er�tc SU9V=a►/GL« / �it7GWA1.K ` 11dTD 4UI�tI TABLE 1 ANLxLZ Me'= STOP � ME 1. . - V00 PIPE I&M AT EAC,4 YURUST AT FITTINGS -- .• .._. y -�. S a, LET AW OUTLET FOR V. C.p CK WOOD GRAPE 'o A.C. SEWER5a ® t 90' dog. A A 48-100 1,7 2® 0 1,320 660 150 t 1,420 t M&UUCLE FVAL46 A"ID C.cP4MV 10 0 9 3 2o72 93 150 TO VrJJK tM-tA►tL UO. 15-1. 1,470 FLAN VIEW 0 0 ° TL COLLAR 4,700 2,380 S" OK 4s" ZttR iMVAG (5- VAXIIAUM) 6"580 90300 50"0 20550 i0 �► 00 99380 13470 T C1~TM (TYrICAL) 30"0 150 VANA Lr- WA4- .5 amu" 1'; 7e A, • 4,170 ?Rr:CA6T T1'rt Crit MIDAIWCar Tb 13,330 80860 10,240 A15TM VTWQkM C 47 - "T ' 15,310 210640 154319 --21,640 FOR CtAt�5 E tR!°3ti•! " Kcr-D 5,940 2.29 tY ITE rim 13,740 60960 MAMHC.Le5 ::)VALL" * WKMIZ T'1CAT. 209770 29,360 JNNI"5 TC> br-'..5V-T 19 A WATER TIG44T 88060 _200 16 •100 tV_&L.AI.iT A•f""0Vr_V COY lUr-' IL212 17,880 910"_ 91000 COLNT`f &I4LttK 26,880 38,010 It 919 20,590 z 5 92- 10,430 19,132 stole NO SCALE Drowing No. JABLE 2. LEAVE O= Ft"- W C..4XWNt!L OR' MM t"" M rR °R CUT 1:5l:FL71tr_ 't NZA PI1�11.iµGG SAS! in lb./eq• ft. ft clay... MAA VIOLr_ tt4k `A= 1." C A Soo �4' MINIMUM 6F 1011 WIT4 CLA'6 • A" 3• Sand C0u`.9t"_r . FRr_t* C«c4"_ Stu 1500 MALL NM VA.LL CN'eR 61 Ui11_e y"S gravel cemented with clay ••••••.••.•...•••.•,»•• AN •'ELMMAMT5 M14K • OK AM I"AA:u. • • . ♦ • • • • • "ALI)U TA&LE r7FE0 V5 Ia5EV Xxomplet 2` COW -9L l'- WORK I#,1 CLkANW"_L CnizouT '",. -• ....._. ,........ F1141'54 AWO 1 � 1F A.1' eA"..5 *SHALL e ' • • o, A cjKIOOM F11.INSN. ®a.�C 'a I w3N A.LL C�W_ MC�40UT14ICLY 1• RAntur n . o rLACF-V . :. U B 2 SMALL OF SUPERSSPED WHEN T44E ACTUAL. BEARING CAPACITY OF THE SOtS. IS KNOWN P SOIL -S ANAL.Y6I5. 45%C)KE1 CXG'1itPP"L17 R1t.IGr5 AMC CLIM *4ALL MMT Ce U=5E.0 mYGIwPT e)y 'F'R0VAL" Al OF T44t t'_?�4G111 'ISF:'. A -A 5P1"CIe'7 TIN AWw cicuAl'rr or .5AAI e0-1 06I1e°-o zxWWfzA7M6 rr-.fen',.mr PI L EXLCNTRIC '"' 4OAl `ONC ETE Mo4iV904f lout ZWAl IMer ND. 5 .." ,, ' .. Retrvisions Rer>�isions ApWavals En intern -- Rood Oiv iR Description By AWvrotf Date Amd su"eyer `I " ",?' rI/l Ql'otaf �I+esedirr rvaorr lltsigrr Division 'TCe MR. CXx1NZ StRVIC,L #WK -UP AAue Lex aU09.14 H i51!xZ CU05 EQUAL LDT L04e "N j} I BACK OF CURS PROPERTY LINE GUTTER FLOW LINE BACK OF .STOPPER t MIN. ANGt"t MC:7eg 45i'OP MW. A L.E k'�e"TLIZ 5iiaP SIDEWALK VARIES SEAL, tib SEND (45-) e. Cil DEWALK 12" 4- MIN. DIA. box I" A 50V E 1AET�lt er�tc SU9V=a►/GL« / �it7GWA1.K ` TABLE 1 ANLxLZ Me'= STOP � ns CLAt6 TC ». v YURUST AT FITTINGS PLACE RED• T 4' M { N. 01A. WOOD GRAPE AT 100 PSI. WAM PREr2gUR _ 57AKE AT --1-- CLA4WeFbxy_t0NC CMPLtW--V >5 Ai=e Le AL'T Xt A �• PIPE.' Pipe fico 90' dog. 45' deg. 224" bog 48-100 1,7 2® 0 1,320 660 150 10850 2,610 1,420 720 6 -100 0 9 3 2o72 93 150 3r8O0 6.370 2,910 1,470 SIDEWALK ALK CU;Z5 4 GUTTER - V-100 6014081680 4,700 2,380 ISO 6"580 90300 50"0 20550 i0 �► 00 99380 13470 7,110 30"0 150 10,730 15,200 8,240 4,170 3.2"'3.00 13,330 80860 10,240 5,170 150 3Q9 15,310 210640 154319 --21,640 1.10720 11,U2 5,940 2.29 14" 00 7 , 30 2 9 360 13,740 60960 150 209770 29,360 150910 88060 _200 16 •100 29,220- 22.3fio 23,210 32,820 IL212 17,880 910"_ 91000 150 200 26,880 38,010 It 919 20,590 z 5 92- 10,430 19,132 stole NO SCALE Drowing No. JABLE 2. ,SEWER L �A loci T � Safe Bearing Load NZA in lb./eq• ft. ft clay... Soo Sand» • • • • • • • • • • • • • a . • • • . • • a • • . • • • • • • 0 • • • • . • • • A • • a • • • • . • • • • 1000 Sand gra. 1»aa..«..•••••.•..•.••.......••......•.••.•. 1500 SwW and gravel cemented with clay ••••••.••.•...•••.•,»•• 2000 M�3.� • • • • • • • • ♦ . • • • • • • • • • • • • » a • • • • • a .. • • • • • • .. » • • • • . ♦ • • • • • :TWO Xxomplet Determine thrust block area for 900 bond for 8" class 150 pipe in • Pressure 150 plus 50 (test Pres ) aR 200 PSI from Table 1 9 0 300 1b. for 100 PSI18, 600 lb• for 2 X. Dearing Capacity of sand. Table 2, 1s 1.000lb./sq. ft. 180 600/1000•ls• 6 aq. ft. TA OLE 2 SMALL OF SUPERSSPED WHEN T44E ACTUAL. BEARING CAPACITY OF THE SOtS. IS KNOWN P SOIL -S ANAL.Y6I5. Rsf.EER 1spo 1rNGZNSpe1P+Cificotton SANOEP I$ E,4r «� T BLOCK ,Y0 NE Drawing No. ' Retrvisions A ve?!s Description &Y Approved Oote Oi rector of Publ c Works En intern -- Rood Oiv iR ALTERNATE I ALTEKNATE 'n 'TCe MR. CXx1NZ StRVIC,L #WK -UP AAue Lex aU09.14 H i51!xZ CU05 EQUAL LDT L04e "N GUTTER LIP BACK OF CURS PROPERTY LINE GUTTER FLOW LINE BACK OF .STOPPER t MIN. ANGt"t MC:7eg 45i'OP MW. A L.E k'�e"TLIZ 5iiaP SIDEWALK VARIES SEAL, tib SEND (45-) e. Cil DEWALK 12" 4- MIN. DIA. box I" A 50V E 1AET�lt er�tc SU9V=a►/GL« / �it7GWA1.K ` 1 13 ANLxLZ Me'= STOP � ns CLAt6 TC ». v / WYE UK PLACE RED• T 4' M { N. 01A. WOOD GRAPE 5EWER LATERAL. _ 57AKE AT --1-- CLA4WeFbxy_t0NC CMPLtW--V >5 Ai=e Le AL'T Xt A �• PIPE.' f-rAX 1N/ VARIES END OF LATERAL. 5EWER MAIN -A ri.ACE t• LEWATH OF PLAN rim t• BELOW SU»RACE PROPERTY LINE `s» «5� JL SpecIf/COtlon Reif COUNry n r SAN WIS OBISPO ENGINEERING 0EPART4IEN r WAIM? SERV10c. CONNECTION Scate.' !SNE Drawing No. �Y-- 4 Alp SIDEWALK ALK CU;Z5 4 GUTTER - Z NOTE: F LATERAL 5WAL.L $E CAST IRON PIPE '9 OR uG PIPE ENCASED IN CONCR;-TE MIN. LATERAL SIZE. WUEN TWE, COVER IS LrESS TUAN 36' 4'01k MiN. SLOPE19 i OVER TOO 0;7 PIPE. TEE 10 I/a" PER FOOT ti OR WYE .- .-.-.---•--...�.- `/8" SEND (1115') PLACE REDWOOD GRAPE SEWER MAIN STAKE AT ENO OG LATERAL. SECTI ON . NOTES 1."S" SWALL. bE MARKED ON CURD OVER LATERAL 3. T uE ..5" 51.IALL. 5E• 5TAMP£.p INTO NEW CONC- Y4kEM CUR® AND GUTTER ONLY IS TO a)E CON- RETE ANO 5"Aa.L,La BE CU15ELi:0 INTO U1511' STRUCTED, C)R Ex1157*5, 1NG GC1NG2TE Z'S*' 514AL_L SE MARKED ON BACK oc SIDEWALK 4.. T14E "s~ '5 a4& - BE NOT LF -c --,ST "AN 3' "IGHI OVER LATERAL. WuEN 50`X1 CURB A.NO GUTTER Z• WIDE I ANCA 34v"DEEP, AND SIDEWALK 15 TO bE CONSTRUCT E0, OR P1LOCAVE pVR W__4 EXISTS, Specificotion Ref. COUNTY of SAN cull O9/SPO ENGINEERING DEPARrMEN ' LATERAL stole NO SCALE Drowing No. ,SEWER L �A loci T � ,Aoft 5 Revvsrons Approvals OI! e' r m t ipn By Approreet Dote 4 E4!, y Lqineer '"�•" - Recommena ed by L7 Co. Eng ALTERNATE I ALTEKNATE 'n 'TCe MR. CXx1NZ StRVIC,L #WK -UP AAue Lex aU09.14 H i51!xZ CU05 EQUAL LDT L04e "N MODLe-4b f- C.URI'' « 4ePAGe FIM �• ZAPPSCNe"D 1!<2 1A VIii AL .SAL• MIN. ANGt"t MC:7eg 45i'OP MW. A L.E k'�e"TLIZ 5iiaP t,ioTr : ALL MATL_RIALi°a 44D tg5TALLATtO44 `54tALL C QF0TCM WITH AFI -L IC,AOLE aier_Tut�u�5 cF T;>- 5Am w1t C451tPo CODUTy 5''TA.MVA,;M. 1u w.IQAvt�D At�tAs. box I" A 50V E 1AET�lt er�tc SU9V=a►/GL« / �it7GWA1.K ` 1 13 ANLxLZ Me'= STOP � ns CLAt6 TC ». at�°•E-�z 5kME AF hM Im Or 3/4« MIN. I. D. FO;C I" MIN. I.D. �cKv K2. PweLa CURE pwnoN vw (#4E�R H 15000 OK CQ"L) --1-- CLA4WeFbxy_t0NC CMPLtW--V >5 Ai=e Le AL'T Xt A �• PIPE.' f-rAX 1N/ vA1=.1L"-�a PRC)F'�FZ"t'Y H_4 MIr CEI'c' ST44' wA"c� 1.�Ath1 L4 ` FCK U5E 14 ALL CA15E5 tERVICE. � !3TALLA,` 100 1 LOCk T10tJ SpecIf/COtlon Reif COUNry n r SAN WIS OBISPO ENGINEERING 0EPART4IEN r WAIM? SERV10c. CONNECTION Scate.' !SNE Drawing No. �Y-- 4 t-, M1 REVISIC?NS « , .•. ADDOn" `AL5 R�yisia�s ° .r ®a A' • 4 d®• • • • . A•• a A_ n Dw h "vLLN"ii FAIL mow loft a is DESCRIPTIONS � BY DATE { t �W ?,•�+� i l xwommondeed by WILL SE 'STRAIGHT AND NEAT 19 WF"EARAMCE • FINAL Gl?'AZF- t ay ca Eftfoea• ASG", eml7z 4' Mw f SEI~. RO16.. F 9D % RELATIVE COMPACTION II4Cm TIKE)a" ��A �► � .: _ SELECT: ; MATERIAL, rile • ••p! , / GIr 1ma ' • . ; ...,• ..,n r..w..�.ut0•... [ L~ .OW OR S' MA 7ERIA L SPECIFICATION S7 . EXCAVATED IN ROCKY mA� - BROOKS 3RT or Approved Equal a 4SIGN CQTAI L. TRENCHING OF WATER AND SEWER LINE FOR FURTHER AIR 5 VACUUM VALVE & PRIMER CCRP NO. NOTE: : A MINIMUM OF 851/6 RELATIVE COMPA.CTiON M1?MITTtD I r' OVEN? TReNC A. IF '5ZRUCTU'R'E•'5 WE TO 5E QUILT OVER TRE MGId , U5E RtLATNrM COMF"AG71OV,15 0 , ON 7FZI NC �EC�'t0l.•I A�ov� . • 6 �..1�'•� t . N RELIEF VA wF �l 142,155 or Approwd Equal pm, A� 1 StAm D MUELLER H-15176 or Approved Equal ° .r ®a A' • 4 d®• • • • . A•• a A_ n Dw h "vLLN"ii FAIL mow loft a is DESCRIPTIONS � BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 ?,•�+� CUT EXI5TiMG4 ROADWAY TO F I?OViDE YER CAL xwommondeed by WILL SE 'STRAIGHT AND NEAT 19 WF"EARAMCE • FINAL Gl?'AZF- t ay ca Eftfoea• ASG", eml7z J' 95 RELATIVE COMPACTION 6 SEI~. RO16.. � 5ELOW COMCE i;w - 9D % RELATIVE COMPACTION II4Cm TIKE)a" ��A ®tsC'iptlon A =A nom m 5r_ t TYPE GMP PIPE 2: i INLET WiTH SIDE 2.1 MAX OPENINGS PER STATE ST 1 MAX , �is `. o •. LAN S DWG N0. 075 6" AGG. BASE a o ad o D 95% COMPACTION ° , 9 O f SIDE OPENINGS NGS MiN. 12" LENGTH TAPERED METAL INLET � > TOP OF AC DiKE --~''� PER STATE STD. PLANS DWG. NO. D87 --B FLOWLiNE PAVED GUTTER FLARE 12" AC PAVEMENT 10' (MIN.) 3' .. A TAPERED METAL INLET _ VARIES 10' TO 16' t 4.63' AC DIKE 3.13' 3' i MATCH D.J. SiDE 5% OPENING WITH 6" CLASS 11 BASE TAPERED METAL INLET _ .� � e 36" CMP DRAINAGE CULVERT __--- -- w ' �1NLET i ... r ^ � _ ... -- �•�•.- �•-, ; . t::,�'aa•.i�%;3":�a-�-- CONCRETE BASE NOTE: SECTION A --A IN SAG LOCATIONS USE 10' LENGTH OF GUTTER FLARE ON BOTH SIDES AND GRATED DRAINAGE INLET. DRAWN BY: CITY OF ATASCADERO R.L.W. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: S.J.S. DATE- RURAL DRAINAGE INLET50302_2 9 2 FILE NAME: ROADS WITH AC DIKE 'iT5Cl�.DWG n7tvisions __ App�°�wa/� Oexce-**tie n 3y •zz Oved •?o!f G° '/ 9%... . ,...» * O .covwt LSI watmaur-' ..apt 'su �, fie dt P*4 Typ Wi'x4+►Gti• • � • , •' • � s lS�METRIC Urs 5"" 1z 61V Is � N 13 Yta aµ +a go,.k �r , RISER RING me scr�;�A 3.. 91 h ` Z . . �.g A �,i• �: , # � �,o: `fir ii.'.' `�',� /x• ? � n � i, k� �,s, wo auk. •t s +° d O t� 10%1. Caw• {" t. bNot4umrat4r wrw" iii ea eaecic3 ow1k 9. AWNUA►cwr OXAA- AND s RZ*4 PltME16 It—it '4 �c TO 150 �:rtT GAY trorrrt�r,�c�'r�r�. r 7 4' 1 ;tt i ,,,,I cotVeiw RF sw ASO c�PPw1Z. '' • • PIM TU BG �T 8`c' .1�rtN�G�R. 2'Gi�t.Y3NK.l� Git StA�t�`rG7l� . . UMN "I PaNT 'M MgrwT Wt"f"4 A hl.t.Gfl VY��//GQNG•copprefZ PICT , OR r=q0A4_ , , P40 A. •� ,• S�7�rtcAsc�b wi�vE� TAS• l u w.» CTION A -A ma ScxuL Spocification Rtf. cwwr'Y of SAM wiS Of/SPC Sca/e� EtM6►`lAVETINE ACPA07WNT �56+cwm D�oM►rn9 vo. STANDARD $7REET MONUMENT ostww 61y: JW II�A1�11 ♦ + � r , � r r ,. J.. 7 C:4rVG•. L.L • TT, • 0 wp1 � ° � • IRS •'M ' t`r • � •� BASE Oe Q q a d CLEAWA),1Cf_ TO 5C ADAOU).-r� r-cr ° RvIC11'4CA Reyisiot Approyo& R*c0fiwwd0d by ®eputy Co. n1g. Q it a i,o 1 /oa Sy Approv#d Data Count 6,7ine er ?,•�+� CUT EXI5TiMG4 ROADWAY TO F I?OViDE YER CAL xwommondeed by WILL SE 'STRAIGHT AND NEAT 19 WF"EARAMCE • FINAL Gl?'AZF- t ay ca Eftfoea• ASG", eml7z J' 95 RELATIVE COMPACTION 6 SEI~. RO16.. � 5ELOW COMCE i;w - 9D % RELATIVE COMPACTION II4Cm TIKE)a" ��A �► � .: _ SELECT: ; MATERIAL, rile • ••p! , / GIr 1ma ' • . ; ...,• ..,n r..w..�.ut0•... [ L~ .OW OR S' MA 7ERIA L SPECIFICATION S7 . EXCAVATED IN ROCKY mA� - BROOKS 3RT or Approved Equal a 4SIGN CQTAI L. TRENCHING OF WATER AND SEWER LINE FOR FURTHER AIR 5 VACUUM VALVE & PRIMER CCRP NO. NOTE: : A MINIMUM OF 851/6 RELATIVE COMPA.CTiON M1?MITTtD ,u UC $4- R'C AZY TREMCI4 W VtE%l MO STRUCTURE• 5 TO 5E BUILT OVEN? TReNC A. IF '5ZRUCTU'R'E•'5 WE TO 5E QUILT OVER TRE MGId , U5E RtLATNrM COMF"AG71OV,15 0 , ON 7FZI NC �EC�'t0l.•I A�ov� . • 6 �..1�'•� t . N RELIEF VA wF �l 142,155 or Approwd Equal E'V61meLrQIVG DE PAPrWCMr 5ACUILL D , wx1tK CK 5EINF6601? / •• N/� 5 At,..G MUELLER H-15176 or Approved Equal U • •..w ww• 0 4 Oroaln¢ No. FRONT Or own Do f e 7 P05T-T0J5(GN 6IGN-TQ-5 GN AS5 8LY VGT4L » J, SAN G'"t..�d�•>: � "10 � G�tT}CtlCY�'iil7 �� . �� �j'1'�Ci•1�-3"T®. A1�PLa6sG� "T>� !"w�'i':� ` I �Ut�t+ncrre.. I I sic-c.sr-,+°moo w/ -f , rZ1.4 "�r��oy.��� � �SL •OTI+. iFrr Z SPLAO T "R� ei�► cva®.T. ENGINEERING DEPARTMENT AIR AND VACUUM Mi ASSEMBLY • , 3.�c±.afPtt'yYAL.�tLw►'7rT>rit'a•"3 "�i�e�,'�t� ia� ctrr Z -4 gyp!! Reyisiot Approyo& R*c0fiwwd0d by ®eputy Co. n1g. Q it a i,o 1 /oa Sy Approv#d Data Count 6,7ine er ?,•�+� CUT EXI5TiMG4 ROADWAY TO F I?OViDE YER CAL xwommondeed by WILL SE 'STRAIGHT AND NEAT 19 WF"EARAMCE • FINAL Gl?'AZF- t ay ca Eftfoea• ASG", eml7z J' 95 RELATIVE COMPACTION 6 SEI~. RO16.. � 5ELOW COMCE i;w - 9D % RELATIVE COMPACTION II4Cm TIKE)a" ��A 85% RELATIVE COMPACTION I � .: _ SELECT: ; MATERIAL, _, r •ww r rwr .w_ wxuw .•w• .nr *' r @.r •� . • ••p! , / GIr 1ma ' • . ; ...,• ..,n r..w..�.ut0•... [ L~ .OW OR S' 5ELOW OUTSIDE S7 . EXCAVATED IN ROCKY mA� - /�»y ]p►� rq[���rr (y�� p��) }�y]p y�/,9 p�r� �^W� (�\j{ GR _:Ai E_• e)T V•bI• i/•.iIDem lVm AT Pipe, JOtNT6 4SIGN CQTAI L. TRENCHING OF WATER AND SEWER LINE FOR FURTHER DETAILS AIVb REOUIREMENTS. NOTE: : A MINIMUM OF 851/6 RELATIVE COMPA.CTiON M1?MITTtD ,u UC $4- R'C AZY TREMCI4 W VtE%l MO STRUCTURE• 5 TO 5E BUILT OVEN? TReNC A. IF '5ZRUCTU'R'E•'5 WE TO 5E QUILT OVER TRE MGId , U5E RtLATNrM COMF"AG71OV,15 0 , ON 7FZI NC �EC�'t0l.•I A�ov� . • 6 �..1�'•� t . N 0 E'V61meLrQIVG DE PAPrWCMr 5ACUILL D , wx1tK CK 5EINF6601? / •• N/� 5 At,..G 0 .._ U • •..w ww• 0 4 Oroaln¢ No. FRONT Or own Do f e 7 P05T-T0J5(GN 6IGN-TQ-5 GN AS5 8LY VGT4L J, SAN G'"t..�d�•>: � "10 � G�tT}CtlCY�'iil7 �� . �� �j'1'�Ci•1�-3"T®. A1�PLa6sG� "T>� !"w�'i':� ` I �Ut�t+ncrre.. I I sic-c.sr-,+°moo w/ -f , rZ1.4 "�r��oy.��� � �SL •OTI+. iFrr Z SPLAO T "R� ei�► cva®.T. 3.�c±.afPtt'yYAL.�tLw►'7rT>rit'a•"3 "�i�e�,'�t� ia� ctrr Z -4 gyp!! TO ta' Q ZI 14G Pt.A.1" „0 UGX S0CKGT 3 '. ni . ft'x4• PIN E m x " INSTALLATION S°po fication Ref COUNTY Of SAN LUiS 0917SPO �+►•' N©NNs ENGINUMNO OEAiMENT ' Drorb►p No. .. STANDARD STREET SIGN 3 CENT'.{/ L COAST ENGINEERING G y� • - Reylslons Approv®/s oescrigtion ey Appeore•d pope CJiA*�EngliAw R*c0fiwwd0d by ®eputy Co. n1g. CUT EXI5TiMG4 ROADWAY TO F I?OViDE YER CAL 'SURFACtt AMD 15GUAR`E CORNERS. CUT FDGtE� WILL SE 'STRAIGHT AND NEAT 19 WF"EARAMCE • FINAL Gl?'AZF- 0 ® © a O ® O d ® d J' 95 RELATIVE COMPACTION 6 SEI~. RO16.. � 5ELOW COMCE i;w - 9D % RELATIVE COMPACTION II4Cm TIKE)a" ��A 85% RELATIVE COMPACTION I � .: _ SELECT: ; MATERIAL, _, r •ww r rwr .w_ wxuw .•w• .nr *' r @.r •� . • ••p! , / GIr 1ma ' • . ; ...,• ..,n r..w..�.ut0•... [ L~ .OW OR S' 5ELOW OUTSIDE DIA. Of= 15ELL YVNE'1,4 EXCAVATED IN ROCKY mA� - /�»y ]p►� rq[���rr (y�� p��) }�y]p y�/,9 p�r� �^W� (�\j{ GR _:Ai E_• e)T V•bI• i/•.iIDem lVm AT Pipe, JOtNT6 SEF' STANDAR® SPECIFICATIONS COVERING 8ACKFILL AND TRENCHING OF WATER AND SEWER LINE FOR FURTHER DETAILS AIVb REOUIREMENTS. NOTE: : A MINIMUM OF 851/6 RELATIVE COMPA.CTiON M1?MITTtD ,u UC $4- R'C AZY TREMCI4 W VtE%l MO STRUCTURE• 5 TO 5E BUILT OVEN? TReNC A. IF '5ZRUCTU'R'E•'5 WE TO 5E QUILT OVER TRE MGId , U5E RtLATNrM COMF"AG71OV,15 0 , ON 7FZI NC �EC�'t0l.•I A�ov� . • Specificotlon. Ref. ' Or ' SAN CAIS 0815po scoie/* E'V61meLrQIVG DE PAPrWCMr 5ACUILL D , wx1tK CK 5EINF6601? / •• N/� 5 At,..G -- Oroaln¢ No. Or own Do f e 7 G,StH1 OC7.' 7t Om e pyo top/, i 1 �1 & f f rN LOW ..-- � � '' -,.� ``— • ''"'� • Ora �t TO iM rmV� ► ° tj r V rr J--, \ Pow rod' x x h x x 'I MnV kF•. W Atli K-IzM o Ai4.10WIN6 kATS O 610 F. IM X� � 11 r, ......... TR . ANCE DETAIL, �. ice.... . P IJAN RE VI�KO NS REV. DESCRIPTION DESIGN DATE CITY, DATE ENGR.. ENGR.