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Home My WebLink About1998 - Montecito Avenue and 0 b o P OP �A �2 PLANo FOR THE m 0 N T �F= L; I T 0 t% v ENUE ..IMPRO EMENTS AIL AF TA AV NIL SAN r% NotLMO A v ENUE IMPROVEMENTS N SITE SAGggRl� ,q ?� 2 MONTECITO AVENUE 0 VICINITY MAP NTS SACRAMENTO SAN FRANCISCO IN ' OUNDeo RPORA r 'D dA MONTEREY Im ill (li� ti ATASCADERO • SAN LUIS OB/SPO No COLIMA ROAD �Fd' U • LOS ANGELESRgSrTA SITE LOOS SAN DIEGO `� CAY!UCOS F311. EL CAMINO REAL Ilk STAN ANSEL.MO AVENUE Iff VICINITY MAP NO SCALELOCATION MAP Uv,ffUNT T OF SAN L U I 5A"1'6 0 5 p NTS IL I SYMBOLS LEGEND ABBREVIATIONS A T E F U A L I Am O TMH EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE O SSMH EXISTING SANITARY SEWER MANHOLE AC ASPHALT CONCRETE O SDMH EXISTING STORM DRAIN MANHOLE BVC BEGIN VERTICAL CURVE GENERAL NOTES CL CENTERLINE Dr EXISTING STORM DRAIN INLET GMP CORRUGATED METAL PIPE ❑ wM EXISTING WATER METER CO CLEAN OUT 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING UTILITY SERVICES AND APPURTENANCES ❑ MB EXISTING MAIL BOX CONC CONCRETE (GAS, WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREA OF WORK. UTILITY SERVICES SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE ❑PGE EXISTING PGE BOX CONST CONSTRUCT CUSTOMER. WATER SERVICES WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE ❑ TEL EXISTING TELEPHONE PEDESTAL OR VAULT CPP CORRUGATED POLYETHYLENE PIPE RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. PREPARED B wv V PC POINT OF CURVATURE 2. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING SIGNS SIGN POLES AND APPURTENANCES SHEET I � EXISTING WATER VALE , DG DECOMPOSED GRANITE WITHIN THE AREA OF'WORK. EXISTING SIGNS WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS O IF EXISTING JOINT POLE SHALL BE RELOCATED BY THE CONTRACTOR. O TP EXISTING TELEPHONE POLE Df DRAIN INLET RTH COAST ENGINEERING INC. 1TITLE SHEET E E T O PP EXISTING POWER POLE DWG DRAWING 3. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING MAILBOXES AND APPURTENANCES WITHIN Amw NO . i THE AREA OF WORK. MAILBOXES WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE DWY DRIVEWAY 725 Creston Rd Suite B Paso Robles 7 THESHALLWITHt 2 239-31 OMP EXISTING METER POLE EG EXISTING GROUND OFTOCATEDHEU S. POSTMASTER. MAILCONTRACTOSHALL MAILBE DELIVERABLE ATAOCATEDLLTIMES DURINGCONFOMANCECONSTRUCTION. E REQUIREMENTS :2. M 0 N TE C I TO AVENUE IMPROVEMENTS 0 GV EXISTING GAS VALVE EP EDGE OF PAVEMENT 4, THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN -- EXISTING GUY WIRE EVC END VERTICAL CURVE THE AREA OF WORK. FIRE HYDRANTS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHER-- 3. SAN A N S E L M O AVENUE I M P P R O VE M E N TS FH EXISTING FIRE HYDRANT WISE APPROVED BY THE CITY FIRE MARSHAL, FIRE HYDRANTS WHICH INTERFERE WITH THE WORK SHOWN ON -- --w- - EXISTING WATER FF FINISH FLOOR THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. - -G- - EXISTING GAS FG FINISH GRADE 5. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN PLACE ALL EXISTING FENCES AND APPURTENANCES WITHIN 4. CITY STANDARD DETAILS U, THE AREA OF WORK. THE RELOCATION OF FENCES WHICH CONTAIN ANIMALS SHALL BE COORDINATED WITH THE OWNERS. - -T- - EXISTING TELEPHONE FL FLOWLINE BID No. 98-04 EXISTING EDGE OF PAVEMENT GB GRADE BREAK 6. CONSTRUCT SMOOTH TRANSITIONS AT ALL EXISTING DRIVEWAY APPROACHES AND INTERSECTIONS. -�- EXISTING SIGN HP HINGE POINT 0 R��ES�/C x x EXISTING FENCE INT INTERSECTION -•, TREE TO BE REMOVED INV INVERT QA cx, LOL LAY OUT LINE SYC -® RIGHT--OF--WAY LT LEFT PROPERTY LINE NTS NOT TO SCALE 29743 >- CONSTRUCT 2:1 SLOPE UON OC ON CENTER Exp. 3/31/99 CONSTRUCT PER DETAIL 16, SHEET 14 PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE CMS_ �Q - — — - - SAWCUT PAVEMENT R PROPERTY LINE BRADY D. CHERRY DATE —X—x CONSTRUCT TREE PROTECTION FENCE PT POINT OF TANGENCY COMMUNITY SERVICES DIRECTOR CONST AC PAVEMENT ,_., •;t<`��;:?-�:;C>..rr:,r=�°� RT RIGHT R/W RIGHT OF WAY Ln IMPORTED BORROW (DECOMPOSED GRANITE) STA STATION STD STANDARD RECONSTRUCT PAVEMENT TC TOP of CURB STEVEN J. SY ST R RCE 29743 EXP. 3/31/99 DATE TP TOP OF PAVEMENT CITY ENGINEE i UON UNLESS OTHERWISE NOTED SHEET 1 OF 4 WV WATER VALVE 0Cc cn c.n 18 If LOL, RECORD CL UON 964 z 5s 51 6v 2 x F=FILL=FEET ABOVE FL GRADE 963 ......................................... 7 ................. ....... ................................................ ........ 01' ..................... ..............................PkNbE 'W66-rH....... 5 ...............................PROV(b�'81400TH' TRANSITION TO TRANSITION TO EXIST 46 _j 421 CV CROSS GUTTER CROSS GUTTER CL CL V) 'Ch .......................... ............................... ........................................................................................................................................................................................ .... ....................... 962 ........... .......... ......... .rx...... VARIABLE THICKNESS to 00 0 FINISH GRADE AT CL AC OVERLAY + 0 (0 w '* 14- - * EXIST GRADE 00 6 0 : - 27* .................................................. ....................................... a . _S�� (z_Q .........................'.. ........................................................................................... .................................... ..............................................................................................+rD............... . .. ..... 961 -0.22% 00 0) 0) ---------- 0 ......................................... ....................................... ...... ........... ........ ............... ................................................. 960 ...... 960 0 0 0 0 Q-) CLASS 2 AB 0 ........................ ........................ .............. ................... ................................................................. ........ ......... ............. .......... ............. ............ ............ ............. ....... ..................... ....................... ............................................................ ........ THICKNESS VARIES 959 EXIST AC EXIST GRADE :AT CL 3" AC on WIDTH VARIES 8" CLASS 2 AB 2" AC 8" CLASS 2 AB ................................................................................................................................................................................................................................................................................ .................................................................................. ................. ............... 958 ...... 957 ................................. ......... .................. .............................................................................................................................................................................................................................................. ............... .....................................7........................................................... . — SECTION TYPICAL HALF A STA 7+31 LT TO STA 8+96 LT .............. ................................... ........................................... .................................... ......... ........ .............. ............................................................................................................................................................................................. 956 NTS R EFER UNCE EL E V 955 LOL, RECORD CL _j w 20' 5 2 U_U_ U_U_ U_W U_U_ U_ UON EXIST GRADE C*4 PO C14 04 It v- (N LO 0 N 1�_0) 04 m r�� P�% It K) r.. eq 0 1�- 0 T- r- 000) r- co 00 VARIABLE THICKNESS CONC SIDEWALK 6 d 6 d d d 6 6 d d 0;Gi 6 0i 0i (0 co w 0 (Do co co(0 to Ul)ul w U)U') AC OVERLAY (CITY STD 419) ,q) 0)m 0.00) 0).00) co m 0) 0) 0)m 2" AC All 8" CLASS 2 AB 2% 7+00 8+00 9+00 10+00 0 FG AT CENTERLINE 0 0 NATME FILL 6" CLASS 2 AB SAWCUT 12" P R Cp ATF-I L E I CONC CURB & GUTTER NOTE: VERTICAL 1" = 2' EXIST AC (CITY STD 418, TYPE A) REMOVE EXIST CONCRETE CURB, GUTTER, HORIZONTAL 1" 20' SIDEWALK AND DRIVEWAY APPROACH STA 6+86 RT TO 8+00 RT GENERALNOTES: 1. IMPORTED BORROW (DECOMPOSED GRANITE) SHALL BE PLACED AS DIRECTED BY THE CITY ENGINEER AND TYPICAL HALF— SECTION COMPACTED TO 90% RELA11VE COMPACTION. EXIST B SURFACES SHALL BE SCARIFIED TO A DEPTH OF 6" STA 6+86 RT TO STA 8+00 RT PRIOR TO PLACEMENT. NTS 2. ALL AGGREGATE BASE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION UNLESS OTHERWISE NOTED. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. LOL, RECORD CL LOL, RECORD CL 30 18' 20' VARIES UON UON EXIST AC -VARIES ell WIDTH VARIES CONC CURB & GUTTER M < (CITY STD 418, TYPE A) z 0 x z VARIABLE THICKNESS xll� 0 I= 0 2" AC OVERLAY AC OVERLAY F= V) 2X V) z 2 z z < 2% EXIST BLDG 00 w > I a _L EXIST GRADE LLJ j V) 0) z EXIST BLDG L(i 0 0Q) 0 00 U-) 00 0 P4_ PAINT TRAFFIC STRIPE, Z + IMPORTED BORROW 06� 00 IMPORTED BORROW APPROX LIMITS u m 0) 0 Li AB DETAIL 21 (DECOMPOSED GRANITE) 00� 17j'I (DECOMPOSED GRANITF-) 0 N STA 6+86 TO STA 9+32 00 0) V) 2" AC LO + + X 1(959.67 TC) 2$t AC A 0�L 00 00 Uj CONC CURB & GUTTER __j 8" CLASS 2 AB 8" CLASS 2 AB 8" CLASS 2 AB 0 / 959 17 FL) EXIST ROCK CURB + EXIST JP LO �0 (CITY STD 418, TYPE A) TO REMAIN- 00 TO REMAIN < ro" CLASS 2 AB NOTE: NOTE: /w, 0 RECONST EXIST AC STA 9+04 TO STA 9+41 RECONST EXIST AC STA 9+04 TO STA 9+36 EP —FL U� REMOVE EXIST AC DIKE RELOCATE EXIST 0 UL SEE PLAN FOR LIMITS SEE PLAN FOR LIMITS 't z ........... + 0 MAILBOX M"-'5- a LOL, RECORD CL lg.7,7 — SECTION SECTI ON ............ N' .......... -g STA 8+96 LT TO STA 9+40.53 LT STA 8+00 RT TO STA 9+29.40 RT X,01 'g, all. ;wm"" 5f, TYPICAL HALF TYPICAL HALF Rai. gg, D 'g NTS g-A NTS m "0" tz Z 166,1- 0� -+00 2 9 Y -F '50 U A4 0 CA M 0 gg- ...... ....... 1,z N, ........ 'y L0 g fo biV` 41 g .11 ON _g tlt;.ittl -2� 3* 40 4* PC 66 SAWCUT REMOVE EXIST AC it I FH PAINT "STOP" PAVEMENT PP J MARKING AND STOP BAR EXIST CONC CURB, 04 VARIABLE THICKNESS GUTTER AND SIDEWALK ....... REMDVE tXIST' AC DIKE, 2" AC 0 VERLAY AC OVERLAY >_ LJ V) 57< C) CONC CURB & GUTTER C.) Uj 1.0 4% 5 Q, x % j3 ,. . - (96 CITY STD 418, TYPE A) CL 6 0- 0) 'Z7 V) EXIST DRAIN PIPES V) 0 U 8+00 TO 9+15 RT, PAINT 0 :2 C� C) x z . . LO N C) CONST DRIVEWAY APPROACH WHITE PARKING STALL MARKINGS z 0 0 0 0 1�� PER CITY STD DWG 423 0 0 01) 00 E Lvo- m d 0 LU z V) Q0 EXISTING AC -------— 0 z STA 6+86 TO STA 7+43 V. U Cn v 0 0) 2" AC _(6) #4 EQUALLY AC PLACE AC AS REQUIRED C14 N 8" CLASS 2 AB RECONST SIDEWALK UNDERDRAIN .0 V) C*4 + + 3" CLEAR 8" CLASS 2 AB TO PROVIDE A SMOOTH PER CITY STD DWG 511 0 z C� z 0) 0) + 0 - 0 8" CLASS A CONC- Oc TRANSITION TO EXIST + Gi #4 0 4'-0 0) M IL "CC PARKING LOT IMPROVEMENTS co cc 0") 0-) § 0 "o 0 CD + 00 CROSS GUTTER DETAIL Z me E NTS (0 00 +0 (0 C,) ------------------------- ------------ ------ MONTECITO AVENUE . REVISIONS 000F CITY OF ATASCADERO NO. BY DATE DESCRIPTION ESS/ 3: APPROX LIMITS Akl&4wL=NOR Tin" COAST ENGINEERING INC. SY4 MONTECITO AVENUE IMPROVEMENT PROJECT IMPORTED BORROW Ln CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT MONTECITO AVENUE Cn 29743 0 10, 20' 40' U) :3. 6mmmlij 6mommmomsmi Exp. 3/31/99 6+86 TO 10+00 _0 725 Creston Rd. — Suite B DATE Ln IZZI- Paso Robles, CA 93446 SCALE: 1 =20' x 8-11-qe Cn (805) 239-3127 DATE 'STEVEN J. a4VESTC� R.C.E. 29743 EXP. 3/31 99 DATE D OF C CD (805) 927-8651 DESIGNED BY- DRAWN BY: CHECKED,_8Y: AB NUMBER SCALE: SHEET: ry- $1 n GMH CAC 97145 1 =20" 2 OF 4 Cn 01 /,%ov ,x4ec)- 4N C-1 Cn NORTH COAST ENGINEERING INC. copyright (g 1997 L ................ ......