The URL can be used to link to this page

Home My WebLink About1998 - Santa Cruz Road ------------ PROJECT 13+50 SITE 210 INSTALL C18 "ROAD CONSTRUCTION AHEAD" SIGN HP -_INSTALL C13 "END CONSTRUCTION" SIGN .......... .......N 19+00± �Qj ROAD ) GARCIA %504 504 0 SI/V C500 500 45' N,U BOLT & WASHER 101, 0 --------- -------........... I< .............LS 5201 PER 56/LS/32 11................ 496 6 GUM. C7 ................ 492 41-92 ..........OAK- A,,) I I i I I 0 D--4 0 C-1 ...... .......88 488 '7-1 k 4' T�-_-_ \ —(7-- _ -, - _ < 484 1- 484 D 400,0 ------------- .......................6 oIGUNS -------—A -OAK A"I 8f ZU I0 480 I48 476 < Ole 17,-, 11 .................476 LLJ 72 472 T' 0 0 R044)VICINITY MAP 468 .......... ........... 468 -100 80 -60 -40 -20 0 20 INTS o <18 OAK" I ?I v VOOO 11, All/ , .(/// / , / I / I - ,A B'D 0 6-10 14- -, - - -- -'j <__- --" ,/ // / . �/, " �,, ';r K`E,PAK, O�t A /< /10"OA 0 I / I 0 11010 " ""' �`< "CI5" �.. �11 I-�, 11: — -1 I "lop'15 OAK 465 o2,310 CY IMPORTED BORROW 0� .............,40' 0 -1 4 QAfi(6;0 ... ..... 13+00 J 0 W, - - _�00 460 'oe - -- 00. .. .... .. 0,0 - � j5 ." .*.,.,.*........ .. -74 \1 . V�5< A 49 ..................... ...........Bm #1 00)AK I ..........."POO ......... 8.3- EP........ .. f8' GAKv< .0e , , ......ELEV=500.00 ......... ....................... ---------.......................... 508 508 1 GAK OAK / 1504 504 < �OAK %500 I I T ......... 500 7 > 496 2,680 CY ROADWAY EXCAVATION 496 ......0 < ......... -----------lb`�AK, �4 ........4 492 492 I ............ ............. .......... ...... 488 ..... ...88�PAK ------ ........ ..... ...... 484 '1�84 ...................... .......18' �K -------- .......... ................../< 480 480 NTS ---------- .......------- 476 -4 476_14_� A > FINAL PAY OUANTITIES IIWOO ....................000 '480.0 INV ............ ...... ......r C 72 OD 472 < < 0 0 1 6" PVC ----------------in'10-r8 OAK * ' , *)e '1141 000 "I ...................... ....... .............. .............LU 468 468 RECORD 12 OAKS- "'r UA - -100 -80 -60 -40 -20 0 20 7 APPROX LIMIT_--r -,-t- - �, � 1, 11 11 11 1\ 1. I -.1 A— 1 f I <_,� I'll I i / I ''I ? ><, G HP OF GRADING A 10 K Y, -W!! ONST CO, 10, /�, , k_� FG C CITY STD 605 SEE NOTE 5.CONST 6" PVC'< FILL COMPACTED TO 90%MANIFOLD'WON WO-0 /,l o PA,K 490 12+50 IFG 0 1 VARIES __j EP-8�' GB 0 512 3' GB 8 TO 16' '1512 FILL KEY OAK I..........II508 508 IEGI 12 .............. 504 504\—A_A 5%* r ..............1500 500 -1-Y OK I- "CONST PIPE 00 FILTER FABRIC VARIES 5# PERMEABLE BACK FILL UNDER DRAIN ul $000 Ile V> co 99 ...... ....... 496 TO 12' 96 6 NON-PERFORATED PVC< 51 92 492 �14-61_�KA A Ie 12' MANIFOLD PIPE .......... 488 17 4 DIA. PERFORATED SCHEDULE 40 PVC 88 i------WYE (TYP) ............ ..............-4 ...........PIPE, PERFORATIONS DOWN, 2% MIN. ............2' MIN. 84 484 oGRADIENT TO LOW POINT, OR 18" ....... ------- T_ 4 OAK 8, PANEL DRAIN (ADS ADVANTAGE OR 480 ------ 480 49 / / ,, I .1�1 //,/,1, I-D-1 6" NON-PERFORATED SCHEDULE 40 PVC APPROVED EQUAL) -100 -80 -60 -40 -20 0 20 D--500 LA,- SLOPE AT 2% TO DAYLIGHT jr TYPICAL SECTION PIPE UNDER DRAIN DETAIL 12+00 10A A NTS NTS CONST CO 8",(ZAK CITY STD 605 EP 9.8 HP 516 ...... 516 0 Ile ------------- 512 512 16"' AKI x 12 TKE RECORD 508 508 4,90, .......... 504 0 x .......... . ......... ..........0�1 504 -----------0 LEGEND 17' UON .............HP 18 dA< 500 500 ............v ........... .......... 496 496 PER CROSS SECTION ............ ........... .................SYMBOLS ABBREVIATIONS 492 492 12" OAK A V VARIES VARIES 4' 488 ........... 488 oo495 SAW CUT 00, ' TO 6' O' TO 6' (0 -100 -80 -6 -40 -20 0 20 C, F-1 wm EXISTING WATER METER AB -\—A—A AC ASPHALT CONCRETE 00*"; N MB EXISTING MAIL BOX INSTALL TREE PROTECTION CL CENTERLINE FENCING (TYP) EXIST AC PGE EXISTING PGE BOX 3" AC CO 11 +50 woo F] TEL EXISTING CABLE PEDESTAL x 6" DG CONC CONCRETE "D wV EXISTING WATER VALVE CONST CONSTRUCT 0 jP EXISTING JOINT POLE .......... ......... .......i 02 i E.- 0 CY CUBIC YARD 5:20 1 N TYPICAL PAVEMENT RECONSTRUCTION 0 PP EXISTING POWER POLE 516 ..........516 DG DECOMPOSED GRANITE .......................................NTS 4' 0 mp EXISTING METER POLE 512 512 T' EG EXISTING GRADE IG V 508 508 IEXISTING GAS VALVE 0 EP EDGE OF PAVEMENT ...... ..........504 .......... 504 EXISTING GUY WIRE .......... .........FG FINISH GRADE ...........k I500 ------- 500 496 496—A NOTES FH EXISTING FIRE HYDRANT FL FLOW LINE�4, ......../(0 I........... -—----------EXISTING WATER 492 1. HYDROSEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES GB 4132 7 Co 4438 488 - - - - - -G- - - - - - - EXISTING GAS HP HINGE POINT (r -100 -80 0 -40 -20 0 20 -)jLn---NP? ff)z 2. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS EXISTING TELEPHONE IARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR INV INVERT SHALL HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN C 10 -CATV- EXISTING CABLE TELEVISION LT LEFT ORDER TO VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL I 46 6A MPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED EXISTING EDGE OF PAVEMENT NTS NOT TO SCALE 'n "P ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTEC NG SAME 11 +00 DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM OC ON CENTER F EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION TREE TO BE REMOVED T1 OF THE ENGINEER SO THE APPROPRIATE REVISIONS MAY BE MADE. x PC POINT OF CURVATURE R/W- RIGHT-OF-WAY 24 524 wm PT POINT OF TANGENCY PROPERTY LINE 520 fi 2 0 3. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 642-2444 AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION RT RIGHT cn CONSTRUCT 2:1 SLOPE LION 516 516 AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES, AND WHETHER R/W RIGHT OF WAY I......................512 512 TV PEDESTAL TIVE OF EACH COMPANY WILL BE PRESENT DURING SAW CUT PAVEMENT ...........r ......-STA STATION ............. .......... ..........EXCAVATION. 508 508 x x INSTALL TREE PROTECTION FENCE 504 00 STD STANDARD 504 ....................... .......... .........co 4. COMPACTION: THE RELATIVE COMPACTION OF AGGREGATE BASE SHALL BE NOT ................M ..............T. THE RELATIVE COMPACTION OF ALL FILL MATERIAL TP TOP OF PAVEMENT %V.500 500 SHALL BE NOT LESS THAN 90 PERCENT. THE RELATIVE COMPACTION OF THE UPPER 96 .......... 496 C\j 12" OF SUB GRADE SHALL BE NOT LESS THAN 95 PERCENT. DECOMPOSED GRANITE TYP TYPICAL C-4 04 492 S SHALL HAVE A RELATIVE COMPACTION OF NOT LESS ,492 ..........THAN 90PERCENT. UON UNLESS OTHERWISE NOTED -100 -80 -60 -40 -20 0 20 I O+C)8.84 WL WATER LINE 5. TELEPHONE AND CABLE TELEVISION FROM STA 11+50 TO STA 13+20 ARE TEMPORARILY D. CONTRACTOR TO PROTECT THESE TEMPORARY FACILITIES IN WV WATER VALVE PLACE. CD + REVISIONS 0 10' 20' 40 C7) --------------------------- BASIS OF ELEVATIONS ESS/ NO. BY DATE DESCRIPTION CITY OF ATASCADERO NOR7n` COAST ENGINEERING INC. SCALE: 1 "=20' THE ELEVATIONS SHOWN HEREON ARE BASED ON A BOLT AND co WASHER ON THE CENTERLINE OF SANTA CRUZ AVENUE AS co CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT cc 5+50± 29743 INSTALL C18 "ROAD CONSTRUCTION AHEAD SIGN ELEVATION 500.00 (ASSUMED DATUM) 0) SLOPE REHA131LITATION INSTALL C13 "END CONSTRUCTION" SIGN Exp. 3/31/99 725 Creston Rd. — Suite B DATE co co NOTE Paso Robles, CA 93446 cc clv�THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON (805) 239-3127 DATE 'STEVE IN J. SYLVE!�TeR ENGINEER R.C.E. 29743 EXP. 3/31499 DAT OF C CD RECORD DATA PER 56/LS/32. (805) 927-8651 DES13NED BY: DRAWN�15Y: CMECKED'BY- JOB NUMBER SCALE: SHEET' OMH CAC 98188 1 20' 1 OF 1 ...........NORTH COAST ENGINEERING INC. copyright (D 1998 L