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HomeMy WebLinkAbout1999 - Santa Lucia Road ROADCL L A 4 1Z 4 LUCIA -T- LAN 114*lwma? 4E 1, .A � C) �= ��. LaJ Im © 01 ; Q AW m AL AV S)kNTA LUk. 1A ROAD �p'710 002 . 19014L Aft IL 0 ILff NOT TO SCALE TOPOGRAPHIC SURVEY BY: Im F Ji TEN I Ar I V IE PARCEL M" AmftftA I VICINITY MAP I CA TWIN CITIES SURVEYING 613 MAIN STREV- / P.O. 8OX 777 ; . TEMPLETON, CALIFORNIA 93465-0777 (805) 434-1834 FAX (805) 434-3684 GENERAL NTES: GENERA L /r ............. ,.;; l✓ 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED BY 13. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE ORA OING NO 7 45. THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., THE LATEST (407 NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. TI = ._ .._. REVISION OF THE CITY OF ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS, THESE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER AND 14. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS REPORT BY DEPARTMENT WILL .BE REJECTED AND WILL BE AT THE CONTRACTORS AND/OR OWNERS RISK CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS, see DATED: ' AND EXPENSE. _ ,,..�_ _ ___. _ ___ _____ 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARD �5. ALL UTILITY ITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY 2. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED 0F ALL BRUSH AND OBJECTIONABLE OF THE DEVELOPER AT HIS EXPENSE. DEBRIS INCLUDING EXISSPHALT PAVEMENT SCARIFIED TO A DEPTH OF ONE FOOT AND SPECIFICATIONS AND DRAWINGS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE TINGG CITY ENGINEERING DEPARTMENT, WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING SOILS ENGINEER PRIOR TO 16. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE PLACING OF FELL MATERIAL. 3. SAILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO STANDARDS AND HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO ENGINEERING DEPARTMENT, IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE 3. THE COMMON DRIVEWAY AND BUILDING PADS SHALL BE GRADED SEPARATELY FROM THE W N T CORRECT : RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION O CO REC ROAD IMPROVEMENT PROJECT, ROAD IMPROVEMENTS WILL INCLUDE CONSTRUCTION OF A PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE - N OF THE MATERIAL. SUCH ERROR. COMMON DRIVEWAY APPROACH AND OTHER IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY z .. � g 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS 17. EXISTING PAVEMENT SHALL BE SAW--CUT IN ACCORDANCE WITH THE CITY/ COUNTY AS SHOWN. EE CV TSPECIFICATIONSV T T T R I AN NEW 4. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM THE IMPROVED ROADWAY AT A J ' C SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY STANDARDS AND TO REVEAL A COMPETENT STRUCTURAL AL SECT ON D � BY THE CITY ENGINEERING DEPARTMENT PRIOR PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED MINIMUM OF .fit AS `SHOWN. W A CERTIFIED SOILS ENGINEER AND APPROVED E E 0 00 TO THE PLACING OF THE NEXT MATERIAL, BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. z 5. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE 18. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR ALL DISTURBED SURFACES SHALL BE HYDROSEEDED OR HAND-SEEDED AND COVERED WITH 0 , ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL _ RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE STRAW MULCH UPON COMPLETION. z WITH CITY STANDARD DRAWING 426 AND AS REQUIRED BY STATE: LAW LAND SURVEYORS ACT MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND !N THE SIDEWALK # 7 w SECTIONS SHALL BE COMPACTED TO 90% RELATIVE OMPACTION. AND SUBDIVISION MAP ACT. 6. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING PROPERTY, .. J -- -- CULTIVATED VEGETATION AND DON`ESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN 19, ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY WAY SHALL NOT ,{ COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST OR BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE PROPERTY OWNER, OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. z r � FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS WE Q COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY 7. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE O . TREE REMOVAL INCLUDES REMOVAL INCLUDES REMOVAL OF STUMPANS RECORD DRAWINGS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE, DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL,. EXCAVATE OR IN ANY WAY PLANS. , AND PROPER 6 DISTURB THE GROUND WITHIN 5 FEET OF A NATIVE TREE. DISPOSAL THEREOF, 7. AN INSPECTION AGREEMENT 15 REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. 21. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 8. EARTHWORK ESTIMATES: ._, ... .: ... CUBIC YARDS COT � '� CUBIC YARDS FILL CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND 8. AN EFFORT NAS. BEEN MADE T(7 DEFINE THE LOCATION OF UNDERGROUND FACILITIES COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE FACTORS AND LOSSES DUE TO CSI �-- OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY 4F ALL PERSONS AND PROPERTY, CLEARINGQ S E � .� STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED UPON THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED FINISH GRADES, C) F IN NIFY AND OR SUBGRADES .AS SHOWN ON THE PLAN AND WILL VARY ACCORDING TO THESE FACTORS. I APPROXIMATE. THE CON`S.-TRUCTIC71�1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DE END, DEM z , COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND THE GRADING CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT GRADING ( ► UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH TH.E-�PERFORMANCE OF WORK ON THE VOLUME AND SHALL BID ACCORDINGLY. PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. 9, ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 9. AGGREQ 6TEA MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT USA AT 22. THE CONTRACTOR SHALL MAINTAIN T p--WAY JTR FIC .MAS ALL TIMES. TRAFFIC CONTROL SECTION 26 OF CALIFORNIA STATE: STANDARD SPECIFICATIONS. AGGREGATE BASE AND 'Q ) 1-800•--642-2444 TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL SHALL BE IN ACCORDANCE WITH THE CU;FE�NT CALTRAIi- ..M-ANUAL FOR TRAFFIC CONTROL AND SUBBASE WORK AREA TRAFFIC CONTROL HANDBOO-K. NO STIFFLY R OLANE CLOSURE SHALL BE MATERIAL SHALL BE COMPACTED 'TO A MINUMUM RELATIVE COMPACTION OF 95%. VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF Q EACH COMPANY WILL BE PRESENT DURING EXCAVATION. PERMITTED UNLESS PREVIOUSLY ARRANGED�FORAND GRANTED BY THE CITY ENGINEERING DEPARTMENT. V 10. A5EHALI C NCR TE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR ASPHALT 10. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT- CONCRETE, TYPE B, AS SPECIFIED IN SECTION 39 OF THE STATE OF CALIFORNIA OF WAY, FOR BOTH UTILITY AND ROAD CONSTRUCTION. THE INSPECTION CARD SHALL BE 23. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER OR A DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY 1992 EDITION, UJ �✓ h POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. a: LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORI ;A, 2 per.` j 11. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED SURVEYOR OR REGISTERED 4. ANY DISTURBED MAI AXES SHALL B REPLACED' IN y A R APPROVED BY THE CIVIL ENGINEER IN THE STATE OF CALIFORNIA. 11. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY 2 D D L B L E P CED E E [�,,, REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPAI'MNT, THE FIELD, REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO 12. IF SOIL DISTURBANCE OCCURS DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15) w IMPLEMENTATION, THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE "TEMPORARY EROSION CONTROL" MEASURES, SHOWN ON THIS PLAN, SHALL BE EMPLOYED TO ?` ; T COMPLY WITH THE CONTROL EROSION AND MINIMIZE `.SEDIMENT DEPOSITION BEYOND THE CONSTRUCTION AREAS. WORK FROM THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK 0 COM L , _ �-- �►� . PLANS TO THE SATISFACTION OF THE INSPECTOR. '` s Li Report to be prepped in conjunction with project street SIM fFQod.T WTEt 41111100 ` 4 12. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE � -� I-rnprovements (e.g , 1 -.value testing) RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE ► 'i L*4 t... 0. w PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. . LTILI I S TEMPORARY EROSION CONTROL' s REVIEWED AND ACCEPTED BY. Flow , A PROJECT No.: � ; ;, 99--342 ATASCADERO DATE:MUTUAL WATER COMPANY DATE SEPTEMBER 1999 vertical face , AM BED D AY DESIGN BY- PACIFIC GAS& ELECTRIC COMPANY DATE Angle first stake hard E J.G. . Previously laid bale DRAWN B1': :- ;�Flaw E.J.G. • ,�. „/ .r Wire or nylon i[ASria BUILT' DRAWING : .�,�, `PA II"I LL ELEPHONE CCJMPANY DATE . ..,, bound bales laced on the P CHECKED BY: Y� 'mow contour drawing represents E.J.G. to This wing �u �ar�tially re r � the G m letedrv,�ec . . `"*THERN CALIFORNIA GAS COMPANY( DATE SCALE:.�,..��: �.,,.,�,. 1 ?;P• "� E. 2 re--bars, steel pickets, or 4714V NOTED ' } ► "` 2" x 2" stakes 1 1/2" to 2' Zn ground Eri , J. Collor �F- 3145. Cao A «, SHEET OF FAL CO ABLE TELEVISION COMPANY DA"fE �;. =' ANCXdRI'NG DETAIL Clotrdine­denotes any u W. -I changes, addtoltia»s, or deletions o STRAW BALES SHADE BE PLACED AS SHOW . . IF CONSTRUCTION OCCURS DURING THE RAINY SEASON the approved lmi rovemont Plans. W. AND EROSION AND SEDIMENTATION CONCERNS EXIST. N) . , %u �t � tlj '`'•�' Ike � '�'�� � .. BASIS OF BEARINGS % knV15 v , . BEING THE BEARING OF N' 67729'12" W BETWEEN FOUND '� to MONUMENTS ALONG THE CENTERLINE OF SANTA LUCIA �C' •�. w � � � ` � `�' � w .s S ROAD AS SHOWN ON A RECORD OF SURVEY, AS RECORDED "". Q ! n F., q` °;� p,, Q "" ; ' IN 63125 T 1. A 0 tg (7 z s + O -�.. 20t, 14 Lli THE TOP OF A >" IRON PIPE ALONG THE t� � � p� � X H CEN1'ERLtNE OF SANTA LUCIA ROAD AT THE 1f'' `,r, �'► D --- NORTHWEST CORNER OF LOT 22, LOCK' 95, OF THE AMENDED MAP OF THE ATASCADE'RO ;; "� ;�A �, '�' `` �.-ea�_ �- �.S M R w POLE LIJ LUC A,.�t K Q_ ELEVATION 800.00 FEET (ASSUMED) � � J � 2 ��� �_-�-- i y tt ,.„ Q44P � � M � LIJ VISr.- ,_ POW 0 S11 z OP - - i . _ ��► ,�,. z . �E�-- "" ® /' 0 20' 40' 80' TOPOGRAPHIC SURVEY BY. y zq 804 XpIK� ...r r r-" "` r T o 7""' "RY; .e• _ •.. �•. .,e•^ may. ,. ` FOUND RBAR » p,C r» - 8 9 ' ".. ,,,�'"".•�' w �- . . ��Q ' 1 =40 FauND � IP .� . r ' a, 9 P . � SCALE:> .� ... ,�G � �--�` A TWIN CITIES SU.1��.F'YIN W/ALUM. CAF ,,©3 r x W/NAIL ,,. '" ..;.. ,a s� 1 ORCH iD M2U POWER "LS 5571" � ='- - '.�.� ^" "" 1 " WAL 6'13 mAIN smeer / A 0 BOX 777 �. ...�- -- ,- . ` - -a- '- __. __ .M,__ reMPLeTQN, CA4lfi4'NIA 93465--4777 POLE ,. �� , - '� ` >, (805) 434-1834 FAX ( 45) --. 8. �G^' 800. '' .. ,,,,..--""""' ENa �- �- C.? t Ql » .�. �- FOUND 2 IP W TAG SEAR MAIL BOXES { ) s r ,%, " M, « « • UNp 2 IP �¢ IS 3354 NO RECORD OPEN Na RECORD FOUND RBAR - -...,.��.....-- ...�.,.•- .. -- '(OPEN), .. "LS CAP `� r - �'� 1 -- w�a � a 1 .• '` , �•� ,�°' POND P "� '� SEE �t' LS 5571 / 80 -.,. � • BOX � ; « « .ter ✓ ` "" "`` CULVERT � 01�- 5I'1�� ar 800. 0/J 1;01 g, '�- 48 OAK ( ,' 1- - a; '.- ,' �. l✓ L..,/ t ST'S y"" SE � ,•�''"r '� ,,.-"' f � / � ' QA N ,,- '°'. :' w •``"� ;� CONCRETE -•.� a '�,�U� ,.' DRAINAGE :. 63 ACRES Pru"ect Construction Details `� Q► c� 36" OA G4 4W >'' ` �" ' coop Project construction components include the following: -,� 798P N v i �, ,,� I 1. Construction of 20-ft driveway approach4 '^ v : U► N u . .... _ y per City Std Dwg #425 centered at . �� �"�.,, -�-,. �.... �..•�''� •` .ww �N � '"�� � � �,, .�-- � '� � •� / "&30" OAK '�..� �'•\ the common property line proposed between Parcel 1 and Parcel 2 (STA �'" �;�c�' z �+ per, � A7 ZS N o' /i., /M ® -IC `�� �� x 0+32.5). i � ^ 2. Construction of an AC taper to begin at the end of the existing AC Dike f / , ; ,� 15" `� (designated as STA 0+00) and tie into the new driveway approach. pp 0, s ( Approximately .3.5 feet of pavement width is needed at the driveway 9 ,> 21 OAK + `� approach to make a full 16-ft wide `�• ``' .�- �,,. 36" � �,,.• �~ I � .� • � : � � � >� ' �� ( � centerline); therefor paved half-section (measured from 4 ), e, the taper will exceed 6.1. » OAK 24" OAK - 3. Construct a full 16-ft wide paved half-section from the driveway approach at ONC� x 0+3 line at STA 4+04.71. This shall conform to City �, STA 2 5 to the property 04 $ OAK Rural Collector, Type A, per Cite.- Std Dw #403. The paving widthgenerally v ® .. Y g p g a: ''' �s - �` � / 24". -A 36" OAK ; . �., 1 will vary from 4 to 5 ft (plus any saw cut). ... W . - _-.11_• . ` t i 4. Existing pavement edge is generally in very good condition; thus, sawcut 04 4 36 OAK i ( lacement shout W Q aK p d be acce #able six ruches from the ed a of * .. 1 24"'" OAK ,. .. . p pavement M co ` oo . • , I ::. i (unless otherwise approved or required by City). One small section may 0 z 0 PARCEL -- �- o �, t 0 require a sawcut 12 inches from EP from approximate STA 2+10 to 2+15, a .- ' P 17 �, 00 3 EXISTING i , X dust east of the existing driveway approach for 9755 Santa Lucia Avenue. /__- r� , �,,, CN RESIDENCE . U-) f I. ' __r5. Construct a full 6-ft wide base shoulder between the new driveway approach Z < W v �,, (STA 0+32.5) and the existing driveway approach (STA 1+60.69). 9 6. Re lace the existin mailbox + W 790 �. i , � V . p g at STA 1 60.69 upon completion. <( LL, t ��, x I Replacement to occur at the edge of the 6-ft wide shoulder. ' o 1 7. The existing "Split Rail Fence" shown along the walnut orchard must be won" -- �- removed to complete the necessary road improvements. 91 W > 8. As agreed in the field with John Neil (Assistant City Engineer), the base9 0 0 shoulder may be reduced to 2-ft wide between a Y et een the existing AC Driveway � �Qn f' iiPosc� approach STA 1+94.19) and the end of the project. This modification to City Rural Collector..Std Dwg #403 will preserve the existing walnut trees and still allow future road widening, if later determined necessary by the City. 9. The existing Gas and M20 Meters (approx. STA 3+88 & 3+91.5) will be relocated to the edge of the existing Right-of-Way at aproximatelYsimilar REVISIONS stations.P . a 1 Q. Relocate the x J0 �•n DESCRIPTIONS BY PATE APPROVED COUNCIL RESOLUTION N0. x --92, 3 10 512 existing utility pole (approx. STA 4+0t?) to the edge of the Right- � of-Way as shown in Section A-A'. The utilitypole is currently "tagged" b �. p YY PGE for replacement due to its poor condition. The pole includes and ..... <,ewoverhead telephone and TV cables servicing the 9755 Sant Lucia h � � � � �'� p g a a Road � 1� r � residence:....._ �, ,�,. � it MINI 11. Construct �. MUM R/W. �O a 5.1 taper at the end of the widened roadway. Since about 5-ft of Ad1 pavement width i p s needed at STA 4+04.71 (the project property Bine), the 5.1 taper will end approximately at STA 4+29.71. it appears the taper will not , interfere with the existing culvert u - 46 g outlet rip rap. The Contractor will be $oL•N h l responsible to move and replace ant rip-rap necessary to construct the taper. ,...J .540.w' I 12. A one-inch AC overlay may be constructed at the 9755 Santa Lucia Avenue a Q t W. uC¢4CE '� ! s 16' 16' 6' x' driveway entrance to improve cracking pavement. W 00 IS w � ,� 12' '."__12' 4 0) r~ i n 1 BIKE ,o BIKE '"� 1 v- 1 r!.J 3 MIN. TYPE w �/ D-- ' B AAO .C. (TY`R:) IZAb 1A G A4t ..�'". CONSTRUCTION'ELEVATIONS ALONG PROJECT < 0. l c, 2. Due to the natural gentle topography, the followinginformation is 8 Tpa50/6 ...---- --_.«.. S9 . CL u zo .. . s nI r ai r vI rovided to ease canstructio a out. Refe ence dot s o ded b N I Twin Cities Surveying as noted. > Q D1I 4 UiG ' I 1 14 it 1 , � C4 ' Gh MiN. CLASS ii � station Existing EP Proposed EF' Proposed Shoulder N t8 AGO. BASE (TYF) ` " ° Elevation Elevation Shoulder Width ft „ uui0 00 803.08 803.08 --OL r N TYPEiu A 0+50 803.72 803.62 803.32 6 �J �� 1+00 804..26 804.16 803.86 6 DAWN Y: .., :,, - 1+50 8Q.4,6Q 804.50 804.20 6 �."""' �"" o . U 00*61VADW�') Ecl 1,0/4 A-AR;A.L. CITY O'F' �AT'ASCADERC7 , -DRAWING NSD. 2+00 804.78 804.63 804.53 2 JW ENGINEERING DEPARTMENT `4`E5IGNEC) BY: + . . �. .• .-• , w.. •,. 2 50 804.87 804.77 804.67 2 5AIJ 1 ...w.....� DATE: TYPICAL SECTIONS 3+00 804.95 804.85 804.75 2 " ��U YA , \ TA f 0 ?r LZ RE 2 27/92 403 3+50 804.78 804.68 804.58 2 PROJECT No.: Q FiLE NAME: RURAL. COLLECTOR 99--342 tss AT403.D WG 4+00 $04.37 804.27 804.17 2 �! `�*�n ° �''` '' ►�o s t 4+29.71 804.29 804.29 Fuca PATE: Hca� �1 „ '�► SEPTEMBER, 1999 I?,"OALMVt )51 DESIGN BY: a ..:5140012*00 Squt- COW"40ev" -rc> artl "AS BUILT" DR A- WING ." E.J.G. 2 Gw "'.� C� w�tb 51rt> v0 61 6-rAet 01.5F, DRAWN BY. la 4"W � , This drawing. oubfi. � an�Gially represents ' E.J.G. . 1e F Jce them tedproject. p CHECKED BY: '7100 E.J.G. � 6 5ECT)01.,Jt - ►' tri ,.1. b Goer RCF_ 3043$ tate SCALE: 1" 40' Clouding denote any «ohan e5, additions, or clete-Gion SHEET OF TA I 5th t"^id e4001 S OEA"� the a p proved Improvement Plans. u s