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1.1-7248 Ph 1-3 Record Drawing
t 4 x x S'^ i+ a 2 u a P � v DRIVEWAY 4 r t f . k e F � a r d x mr ! x tim a r L.F. c� Ri--VIEWDE)B"T.0 TRAFFIC ENGINEER, CITY OF BAKERSFIELD rKEVIEWED E' Yv 9 iux�j, < v � 7 . fix fi � a P � v DRIVEWAY , :J �t d L.F. 'L L.F. 1 L.F. Y l � 1 mss` .•.�.-s�,>y K S.F. 33,518 010f - n a q S.F. 6" CURB AND GUTTERS 1Y ��•7s � �D� 3A �iry kS="ty r �' a Sk-� y9biv.`#� x� /�'�' S3. y+�t ' G +g'k / ASSISTANT i" U � ' " DIRECTOR, C�;ITY OF AKER FIELD - 1 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS G. FIDLE'R, R.C.E. 61059 ATE BENCHMARK USED - TCP OF CONCRETE MONUMENT IN A LAIMPHOLE AT THE SOUTHEAST CORNER OF SECTION '13-1-30/26, IBEII';IC° ABOUT 0 ---FEET SOUTH OF THE RAILROAD TRACK ALC ,!G THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION — 354.13 BASIS OF BEARINGS: TI �E BEARING OF N 0005745" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS ►-I�JWN -, r 01\4i� PARCEL AP 11838 PHASE RECORDED IN BOOK 7 O PARCEL M P73 AT PAGr 169 lig! THE OFFICE OF THE KERN COUNTY RECORDER Ir'''/AS TAKEN AS TIME BASIS OF BEARINGS SHOWN HEREON. A PORTION OF PARCEL 8 OF PARCEL MAP NO. 12100, ALSO BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIAB O BASE AND MERIDIAN, IN THE CITY OF B AKERSFIELD, COUNTY OF KERN, c TATE OF CALIFORNIA. NIA. I, I �sTCC{3ALE 622 -7 °s-uaTr3tr 11 is3 �'T WHITE LANE LOT 1 NJ No. LLA No. t'Ii3�1 I<*iIillli LOT 2 �" Q �l LST 1 411 LLA No. 1,3--0176 I j LLA No. 120133 �•��� . I ��\ PESO J .�C T ��%5)�\ LOT 1� rrE u �z(- _ MUIRLAIUS :1 �,�,��'� � \ LLA Ifo. 13- �t res ?� �r _ LOT 2 LLA Ml. 12-ti133 ��k¢F,� j�y�\� C It f / \ LOT 2 DRiltt -� I �I REMAINDER 0t• \, LLA Ne. 13-01-". I0' < �r-- PARCEL "A" 0- TR -5135 I I Or' P.M."fi. 08-118 ' —ZIP) I I 1 I I I VTPm 11838 I i LOT I I 11 W LLA �lca, iR »� 1�3� I My WPM I I I t o WPM 11 38 j---------� -- ----TWEST MING SPECIFIC PLAN AREA - C ' NT Al NO ;SCALE x 101- 1. N '� L� WENiv ' s all" ' Y � IS 1 Al 4011� x� A4lit _ „. Y h. 61 JJ All .3 r � r �k %!%J” la 4 a f �+ Z > c v r' - X �t ia'. n 5= - T a:i �s��-•:a. )Y, S. t _r,'' {', r�i .f _ =• . r„ 'k'^ v'sm.Y: 3 1, d;. ,rbc - <'{4. -'. zF'` :8�.'1mwP�.,.rxih,. s'�. .•`.,", ,, ..x-, lkalls"6111 Al _=3 N 3� i;. ;•,app ,�5 -h'>~ °�° :t,-, 3 d .z. .. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK Ai l Is !S�' _, i'1C)Rl �`CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. r ot- LL �r I Y�e>at i' �'•l S 1- P 7 1a l rz, 60:,l0)Ti0 kI5 e5P:''l2fl�lt�! i 1 !t Y i ilebl t li. i i -s � .-• ! r �. �1 t> L �'�i i/ t urrz rZorf 1 .<.q�e°1 ., Pe,,1 o 5rteger -rc, "I NI-, T".Cr' -2)' C6l45Y(e_LICF e-Allir- Ue, FZt&i r3r_I 0A 'oI `--rA rt44 '-6lr-- r—LILL. ey°r ,..Vr-O P-F�-: !rat-t•+gri41...6 rm6-rv4elrS P3oLl l0&VXY Frc�-,j 7z i' Sues lY I `C �(' t �c,�tt7 -t c 't ► it s t" -ro P r2r� 5Q�1 fL °I 1 � Al i!-iS 1�lir Cc)w��'jd�lg ,e.w_ re t_r P,,-Nre t 6 c,toeL-, ol'"Iv P_� Ak155, c l e -t e. 7'v -rl-1 f -s -1.d 5 z r t a, i t7 f, i t,I v -r , iAc_AO CL— ildcSSE 1 PH mac._ DRIVEWAY 1�'IA :J LOCAL AL STRE'E S 0 L.F. 1,061 L.F. 1,534 L.F. 0.20' A.C./0,40' A.B. 0 S.F. 33,518 S.F. 48,600 S.F. 6" CURB AND GUTTERS 0 L.F. 2,120 L.E. 3,007 L.F. 6" THICK DRIVE APPROACH 0 S.F. 3,234 S.F. 6,006 S.F. 4" THICK SIDEWALK 3,364 S.F. 10,45512 S.F. 15,53,E S.F. MULTI--USEF TRAIL (4" THICK CONC.) 3,252 S.F. 0 3,F. 0 S.F. MULTI—USE TRAIL (4" TFlC D�� 1,3r 8 S.F. J S.F. .w. 0 S.F. SURVEY MONUMENT ENCASEMENT 0 EA. 3 EA, 5 EA. STREET NAIVE SIGNS 0 EA. 3 EA. 5 EA. WHEEL CHAIR RAMPS 0 EA, 2 EA. 4 EA. STREET LIGH TS (5800 0 EA, 4 EA. 8 EA. S�AWCUT 0 L.F. 20 L.F. 97 L.F. TYPE "A" CATCH—BASINS 0 EA. 3 EA. 0 EA, r ot- LL �r I Y�e>at i' �'•l S 1- P 7 1a l rz, 60:,l0)Ti0 kI5 e5P:''l2fl�lt�! i 1 !t Y i ilebl t li. i i -s � .-• ! r �. �1 t> L �'�i i/ t urrz rZorf 1 .<.q�e°1 ., Pe,,1 o 5rteger -rc, "I NI-, T".Cr' -2)' C6l45Y(e_LICF e-Allir- Ue, FZt&i r3r_I 0A 'oI `--rA rt44 '-6lr-- r—LILL. ey°r ,..Vr-O P-F�-: !rat-t•+gri41...6 rm6-rv4elrS P3oLl l0&VXY Frc�-,j 7z i' Sues lY I `C �(' t �c,�tt7 -t c 't ► it s t" -ro P r2r� 5Q�1 fL °I 1 � Al i!-iS 1�lir Cc)w��'jd�lg ,e.w_ re t_r P,,-Nre t 6 c,toeL-, ol'"Iv P_� Ak155, c l e -t e. 7'v -rl-1 f -s -1.d 5 z r t a, i t7 f, i t,I v -r , iAc_AO CL— CENTERLINE DWY--- DRIVEWAY FL— FLOWLINE BCR-- BEGIN CURB RETURN ECR - EMD CUB IRE •FUI` N PI--' POINT OF INTER SECT! ON EC,— END CURVE B BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC•-- POINT ON VERTICAL. CURVE BVC__ BEGIN VERTICAL CURVE EVC E >3 r - VER END' VER RICAL C x�!RV� PRC POINT OF REVERSE CURVATUREPl' C_ POINT OF COMPOUND CURVATURE POC— POINT ON CURVE � rCJ— GRADE BREAK HP— HIGH POIN i TITLESHEET No. JLIQF� CID l' STANDARD NO`E DETAIL CD RENAISSANnE COURT E IJ N A WAY a) WOODLAWN WAY CS)jU811..EE LANE CE) HOLLYBROOK LANE MAGENTA DRIVE "( MAP LEGEND z SHEET INDEX NUMBER ) DIRECTION OF DRAINAGE CONCRETE MONUMENT -fir-- 0500 LUMEN STREET LIGHT -G- 5800 LUMEN STREET LIGHT I C,B#12CATCH BASIN w/NUMBER PROPOSED STREET NAME SIGN — EXISTING STREET NAME SIGN UkIDEI GROURD SERVICE ALERT Or `UUiTIYRV Ct1I1iC)Illdi? O\ a,7 �bi¢i,'. `Y a �o DIAL TOIL FREE 1-800-227-2/0 AT LEAST TWO DAYS 850RE YOU DIG r Y 1 Y .r r,�� rvN 1 ' �Pn 1 b V"t r a Lr R IN Willi yam, �r s� 3w REC40RD DRAWING N ^ice +) fi i s4 mw s9 iF Y' 7 Y �Y { 'y y� ^ryF ria e y S n, v t.. �i a s FR R-� BY E; i $ W. P P y � n DATE N AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIEI_.D PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING; ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ERaGINEcR'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRION? TO ISSUANCE OF A PERMIT. \� TENTATIVEY // TENTATIVE" a \ TRACT 1246 / ! \ � � � \ TRACT 7247 / 16 17 / / / x ss19 h, / 2 U / C. 15 t 20 �. x14\ � 12 r SUMP cap 3 It39 1 ` c1 I I a, a r r -ry/ iii 01. I �35 34 33 .32 31 22 ak 23 P } . x 24 21 26 25 1 \ 1 20 27 2fi a vA ✓ / /A vow i A 2�3cn �J KE P SCALE; 1'•--200' _N_ FULLER APARTMENTS F.+•if-x}f {�,.�5 �. ,rF ".u+Sd'.s�.rtf,.iavax`Y�aivl^�'td�'u�'?�ai11�S>�$'.^�A.i.�"1�'�'�uv�.�.ni GS y LL]LL LL Y./ cL hj LJ U, z S ) r flv J 0wWLij U5 W Ijj 1A ct.! u Cj 1.11 1 N d L. ."^-�""-°:.. 5 q r" Ili !3J W m � ,ry LGI V <i 9 r " i - � f" Y /-� m) 9 Ri �w C)-;, co C.ji ) � �A Lu LL CJ r ! C7 .J ;� „ms's„ a_. 1 r {7 J w La Y >• 4�1 -•- g is cl,? 0 ! Ls ty .ra,_> I-- ai�r�E�J) z Z JJ�'06- I t! wrt� i1 rJn ViacL �-�. w yuufls'`V)zi; t' g f ' � ' �I : u r�'I' 0 ©Lc i`nu�ijQ PG&E - t)ZOzLLI CIA Lf b f ra? m�v>v)t},Elf 0 LL 'ml !� W>gUi&-- ,mit . I LtJ z 10 x V? iE } Lu 10 4 � ryL SJ :� � r- '. _. ;..„I rJ U1 r C� LL! � G C �c nr• i)� Ci r -r,;r_•,.—�.=>s-adwsa�. ill � S L LL r .anu3�; : � [G 1 yqe V {r) f �a {Jj Yq` ° LUlw0iYa'wVr�SI _ �.� q f y c \I hj LJ U, z ) :D 0wWLij U5 W Ijj 1A t l3 ll) J rA- ! a.J - _ , r y^y LA L 3 . 3- w � �) . � W t I- Z I--� m ''' ' C) yu 0 0 - LL m) 1'ti LIQ z �w C)-;, I,. 0 � t �A Lu c \I z— z ) U5 W Ijj 1A - _ , r y^y LA L yu 0 0 - LL CK �w ss .� 1. 0 = �A Lu LL ,. E- 3 0 La W ! f K ty Uu t, I-- > w tY I t! _-Z �-�. ?LiicCR T 0 Of J <_ ( C) _7 N ' tJ t r w J , C.7 L „J u- r' L3 r x 1�1 i ii ! r` y sj i fr z— z ) U5 W Ijj 1A - _ , r y^y LA L yu 0 , fr z 1„ , ss .� 1. 0 = �A LL ,. E- 3 x `�tF, . q;� 1„ i! f 1. 0 = �A LA 11 1CR !: _-Z �-�. t' f ' � ' �I : L- t� 0 PG&E l 'z iI SUB—STATION IL1 ZT I • ill � S L : � t 1 yqe V {Jj Yq` �.� q f � 00 . LOT 1 i iI PHASE 1 I =' I to a 4 t00 0 CL k C/i iI fi ' I w Ly— _ a AVI' 12/30/2014 DAT' _ _.._ PA JOB No. 13-27500 �.. E SFIEET L q - n 1 z, ro- (.30NERAL NOTES, 1 . ALL CONSTRUCTION SHALL CONFORM To TIHIS PLAN, THE CALIFORNIA BUILDING CODE, CITY 01, BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CO1,,ISTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EAS71EMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD 'STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESF PLANS AND FHE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL 08 -FAIN AND PAY FOR ALL NECEESSARY PERMITS BEFORE START OF CONSTRUcTiON. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR A C. AANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PFERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR -TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPEECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE, THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS Ar THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON FHESE DRAWINGS SHALL HAVE PRECEDENCE OVER '-SCALED DIMENSIONS. POR E. qk ASSOCIATEL-S, INC. MUST BE NOTIFIED OF ANY VARIATIONS 'FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EEXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THEE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.k: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS' DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT Is THE_ RESPONSIBILITY OF THEL OWNIER OR THE CONTRACTOR 'TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHA' - L FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THFSE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY TIHE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS' OR OTIHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWN R OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS -TO TFIE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE_ CON TRACTOR AGREES THAT HE SHALL ASSUME SOLE_ AND COMPLETE RESPONSIBILITY FC R JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND sDFORM WATER POLLUTION PREVENTIO� PLAN IMPLEMENTATION AND THE SAFEETY OF ALL PERSONS AND PROPERTY; THAT THIS RE-QUIREMENT SHALL APPLY COINITINUOUSLY AND NOT BE LIMITED -TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWINIER ANC FHE ENGINEE.R HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE- OF WORK' ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FRCM THE SOLE NEGLIGENCE OF TIHE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS To THE MEANING OF- ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR 'FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HrE SHALL SUBMIT A WRITTEEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RES)PONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLAI'4S. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RES -FAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY O BAKERSFIELD ORDINANCE-, PRIOR TO START OF ANY EART'HWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIREECTED BY THE CITY ENGINEER. 4. ALL STREETS) HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR 'EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TlEsTjNkc, SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BlE REDESIGNED ACCOR'DING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE- 081-AINED FOR A MINIMUM DEPT -I (T) OF 1A FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' -TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR Oil COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUT__ER rO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE. 08-FAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6, THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUT_FE_R TO A DEPTF-I OF 6 11. THE LOCATION OF THE TESTS SHALL BE DETERMINE -D BY THE CITY. 7. COMPAr,TION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED 'TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST CF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARCED TO THE CONTRACTOR ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MiN|WUK4 OF 505 A]5./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RAI -10 OF 0.50. Q. ASPHALT REJUVENATING AGEINIT SHALL BE APPLIED -1-0 NEW A ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUmIfIOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPE-CIFICATiOINS, CURRENT EDITION, AND THE S)TATE DEPARTMENT OF' TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, A -S) DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL EE EXTENDED AT INTERSECTIONS AS O/R(EC/EU BY /ME_ PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATER/L. 17. ELEVATIONS MO GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACI,rOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVrEMENT PRICE 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWK|NS M2G SERIES BOLT AND VANDAL PROOF NUT AS�S)EMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATE"D WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER |KdPRUVEkJEN|b THAT ARE A PART OF THIS PROJECT. 18. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. � COB ASPHAUE '0 CRETE RAVlNa-__LNJQ.T�r,__- 1' A�H�T��CRE��A���T�EA/WOD|R�\��A�A���|�ANDCOKE���S���A�DT�EB /W[0IFlEO\ FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39' "ASPHALT CONCRETE." OF THE CAL TRANS STANDARD SPECIFICATION S' AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT B|NDER, THE COMBINED MINERAL AGGREGATE FOR TYPE /\ /kJOD|RED\ DR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 38-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, kJEU|UKJ GRADING. J. ASPHALT B|�D�R R}R TYP� A /kd0D|F|�D\ ASPHALT CDM���T� AND TYPE (MODIFIED) A3PHALT �{)NC��TE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT UNLESS OTHERWISE DIRECTED BY THFE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 99-1.02/B\' "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST KJETH(}D 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST '14 DAYS PRIOR TO THE START OF WORK' THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE- AGGREGATE-{� AND ASPHALT SOURCES. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE B. REQUIREMENTS OF SECTION 38-2.02. "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND S/\iNO EQUIVALENT TEST RESULTS SHOULD NOT AF (}LOEA THAN 3|X /8\ MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE ON DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST J87' LABORATORY ' TEST RESULTS � WH|CH THE DESIGN IS BA3F_D SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL KjAX|WUW DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THr_ ASPHALT CONCRETE kJ|X SHALL MEET THE REQUIREMENTS OF 3ECll0N 39-9.02' "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED 3MDVVS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN WAY BE UP TO THREE '3\ YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS AS'SOC|ATED WITH THE ASPHALT CONCRETE MIX DESIGN. O. WHERE-- NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEkJCENT IS TO BE SAW CUT IN A NEAT STRAIGHT UNE' EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE THE STREET, AND AT A MINIMUM DI O� ONE (1\ FOOT FROM �X| {�STING EDGE Or - PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREEAS TO BE SURFACED PRIOR TO THIE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,° OF THE 'STANDARD SPECIFICATIONS SHALL BE W['[ 8' THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACK/NG BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL WATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THLE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS 5H/\L[ BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED' |F@ECrE3SARY' AND COMPACTED TO R]RW 5MOOTH, TAPERED CONNECTIONS. 11, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FO()T OR LESS' PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSEE. DROP-OFFS ON EACH LANE, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEF'ORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATl(}N� RESUME. 12, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL AF HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER' MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL (}F THE CONFORMS WHEN PAVliNG OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A &4|N|KJUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. |N -PLACE DEMS|TY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE |N -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 34 PERCENT OF THE MAXIMUM THEORETICAL DENS/TY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COWPA(I"O0N IS NOT BE/NG ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THC_ CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUS'TNENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED C0MPAC"D0N. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANCE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE |N -PLACE DENSITY REQUIREMENTS. 15. IF THE TES'T RESULTS FOR ANY LOT OF AS'PHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED VY|'[H MATERIAL THAT DOES MEET THE /N -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DcEN5|TY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIE -1-D, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B° SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: /1\ ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, /2\ REMOVAL AND REPLACEMENT. OR /3` PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORREECl]VE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, AQ0ll()NAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA S(1 THAT THE LONGITUDINAL L|k4\T3 OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR ABEEAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE F|RST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-9.02, "CONSTRUCTION," OF SPECIFICATIONS.� STAN�AR�SPECIFICATIONS./\ FOG SEAL COAT SHALL RE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC 'EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL /N ALL CITY STREETS INCLUDING ARTERIAL, COiLECTDR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 7 AGGREGATE BASE 2 CONFORW|Nc TO SECTION 26 OF THE {|ALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE /CKJB\ CONFORMING TO SECTION 200-2.4 OF THE ''CREEN8O0K" WHICH ALLOWS UP 1-0 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE' PORTLAND CEM'E'NT C(}NCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE' OR A COMBINATION OF THOSE MATERIALS - OTHE_R RECYCLED BASES 's -HALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FO[L[)YMN(3 MODIFIED CALTRAN3 STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKER3F|ELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLAGRADING 0N THE �AD|N� PLANE' THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE_ ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE k1/\TER|Ai(OTHER THAN ASPHALT CONCRETE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. � 0 o U� ~ �m � � Lu �w�0� 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. +6�� g�� ��2(CONTRACTOR To ooTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) W 20 cTY STD. NO. DE_- S C R|Pll0 W ST -1 CURB AND GUTTER (TYPE "A",°B" AND "C") | | ST -2 COMMERCIAL DRIVEWAY D0 ST -J SIDEWALK ST -4 RESIDENCE DRIVEWAY ST -5 HOUSE NUMBER FOR CURBS IZ ST -G DATED 1/11/99 PAVEMENT PATCHES ED ST -7 CROSS -GUTTERS Fl CST -8 26 INCH PART CIRCLE CULVERT �� �� ST -9 STREET SPECIFICATIONS �� �� ST -10 STREET SECTIONS F� �� 3T -10A STREET SECTIONS Fl 3T-11 STREE-T CROSS SECTIONS Fl ST -1? ALLEY CROSS SECTION FOR ENHANCED LANDSCAPE TREATMENT ST -1J SURVEY MONUMENT ST -21 S'T-14 **STREET LIGHT, MAST ARM TYPE ST -15 CU L -DE -SACS ST -16 STREET KNUCKLE **FIBERGLA5S STREET LIGHTS NOT ALLOWED C-ALTRANS ED 1' THE FOLLOWING CALTRANS STANDARD PLANS SHALL B� CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TOOBTAIN LATEST EDITION THEREOF) CA[TAANS STD. PLAN DESCRIPTION N/- RSP A88A & 8 CURB RAMP DETAILS [Tl CONSTRUCT 6" CURB &c GUTTER PER C.0.8. STD. DWG. ST -1. [:21 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -J. (CROSS -FALL SHALL BE 2% MAX.} 12'OR18* / PARKIN(G' ALLOWED * _ SEE C.O.B. STD. DWQ ST -15 FOR SLOPE PARAMETERS 16, |AREA^-� AREA LANDSCAPE SLOPE MAY VARY FROM Z% M|N. TO 3i1 MAX. '1,10 PARKING ALLOWED" * _ SEE C.O.B. STD. DWG ST -15 FOR SLOPE PARAWETERS 30, 8' W/PARKING * CA Lli z _] F- )- O )- O [2 5' SIDEWALK _Vl R --i- 7' LANDSCAPE AREA N V1 47AP-1 7' TYP. TYPICAL DRIVEWAY DIMEWS)IONS 18' W/PARKING SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) NOTE: STREET TO BE PUBLICLY MA|WTA|NEE'D PER pV/MS)P" EXHIBIT 4-19 PARKING ALLOWEED ON BOTH SIDIES -rIAL STREET NOT TO SCALE . NIO PARKING ^ CA . INO PARKING CITY STD, NO, DESCRIPTION ST -17 WIDE CROSS -GUTTER LL �7 ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "KJ"'"M-1° AND "K4-2") F� ST -19 HANDICAP RAMPS AREA Z Lu Fl ST -20 PRIVATE STREET GATES *� - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT [� ST -21 REFUSE CONTAINER PAD � � 3T-22 DATED 1/11/93 TRENCH BACKFILL COMPACTION REQUIREMENTS pt c * F� D-10 SIDEWALK UNDERORNN Lu F� _ D-11 DRAINAGE BASIN F�l" D-14 CATCH -BASIN, TYPE A° [-1)'A-1" D-15 CATCH -BASIN, TYPE / D-18 CUTTER DEPRESSIONS L,' ll-iizlm Lq In | | S�-4 MANHOLE, TYPE "A" WITH DROP �ONM��8(}N Uj Ili Lu w w N] SW -5 FRAMES & COVER FOR MANHOLES CLE/\NUUTS T-1 STREET SIGN, POST TYPE F� �� T-3 MAJOR COLLECTOR TRANSITION �u T-12 MINIMUM ACCESS DESIGN �l T-34 DATED 08/99 TRAFFIC SIGNAL INTERCONNECT - YY|R|N� AND PULL BOXES � C-ALTRANS ED 1' THE FOLLOWING CALTRANS STANDARD PLANS SHALL B� CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TOOBTAIN LATEST EDITION THEREOF) CA[TAANS STD. PLAN DESCRIPTION N/- RSP A88A & 8 CURB RAMP DETAILS [Tl CONSTRUCT 6" CURB &c GUTTER PER C.0.8. STD. DWG. ST -1. [:21 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -J. (CROSS -FALL SHALL BE 2% MAX.} 12'OR18* / PARKIN(G' ALLOWED * _ SEE C.O.B. STD. DWQ ST -15 FOR SLOPE PARAMETERS 16, |AREA^-� AREA LANDSCAPE SLOPE MAY VARY FROM Z% M|N. TO 3i1 MAX. '1,10 PARKING ALLOWED" * _ SEE C.O.B. STD. DWG ST -15 FOR SLOPE PARAWETERS 30, 8' W/PARKING * CA Lli z _] F- )- O )- O [2 5' SIDEWALK _Vl R --i- 7' LANDSCAPE AREA N V1 47AP-1 7' TYP. TYPICAL DRIVEWAY DIMEWS)IONS 18' W/PARKING SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) NOTE: STREET TO BE PUBLICLY MA|WTA|NEE'D PER pV/MS)P" EXHIBIT 4-19 PARKING ALLOWEED ON BOTH SIDIES -rIAL STREET NOT TO SCALE . NIO PARKING ^ CA . INO PARKING � � ' \ � �bi � 0W27* LL AREA 41. AREA Z Lu PARMNO ALLOWED *� - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT � � ' \ � �bi � 0W27* AREA AREA PARMNO ALLOWED *� - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) NOTE STREET TO BE PUBLICLY MAINTAINED ��� stintP" EXHIBIT 4�i� NO PARKING ALLOWED ON EITHER SIDE3\,A WMSP REMENIHAL STREET NOTTO SCALE w�/l �&�KI��� " ."~ PARKING ..^�~~..~~ I. \ ^~}'� x / 8 \ E AREA AREA SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) NOTE STREET TO BE PUBLICLY MAINTAINED ��� stintP" EXHIBIT 4�i� NO PARKING ALLOWED ON EITHER SIDE3\,A WMSP REMENIHAL STREET NOTTO SCALE w�/l �&�KI��� " ."~ PARKING ..^�~~..~~ I. \ ^~}'� x / 8 \ E � � c * _ + / c0Ns,_R_,ucT1,'N N!C)1,-nE_eS- 01 CONSTRUCT 6" CURB & GUTTER PER C,O.B. STD. DWG. ST -1. E2J CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG, ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD, DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF V) f-51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 60 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). M PROPOSED 4' WIDE SIDEWALK --PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. 08 CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOU TS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 17 �A -w 1-h 7:% J-, 58 1, 1,- C62 r., z)- CURTE-RA01US 11 0 - Lu ii Q uj 110 LLJ 01) 492.00' f '0 IAJ C6 ;7, LO - C2 0 24,47' 42'2912" b LO < 300.00' + 0) 29.50" C4 33.00, 30.47' 52'54'18" 16.42' C5 18 12.86' 19'55'11" 6.50' C6 37.00' _37._21' 57'37'06" -20.35' 07 o 8.49' 1'31'45" -4.24' C8 318.00' 41.24' 7'2552" 20.65' C9 Lola � U) r2 556*39'25"E -4 I I In I �.� BACK oi 0cr_ u 14 + 13 C) II 04 C) 0 C,4 (0 CJ + I_j L_ .Jj 11 0� 0 LQ (D U-) to + 6 od fD F. _c> INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FOOT TALL HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 04 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG;1. ST -13. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 INSTALL R'I-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. e SEWER MANHOLE 0 SEWER CLEANIOUT OD STORM DRAIN MANHOLE RIGHT -OFF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PROPOSED R/W BACK OF WALK TYP I ,j A/ hs NOTE: THIS DWY IS -Y C5 NOT TYPICAL 12 -------- C6 j TYP 0. ___D R/W WALK No N 12 c CURVE TABLE CURTE-RA01US 11 F-; ii Q DELTA 110 LLJ ci 492.00' 2.00.75' IAJ _j C2 33.00' 24,47' 42'2912" b LO < 300.00' 58.91' 0) 29.50" C4 33.00, 30.47' 52'54'18" 16.42' CURVE TABLE CURTE-RA01US 6+ if CD LENGTH DELTA TANGENT ci 492.00' 2.00.75' 273'51'45" 39.26' C2 33.00' 24,47' 42'2912" 12.83' C3 300.00' 58.91' 11'15'01" 29.50" C4 33.00, 30.47' 52'54'18" 16.42' C5 37.00' 12.86' 19'55'11" 6.50' C6 37.00' _37._21' 57'37'06" -20.35' 07 318.00' 8.49' 1'31'45" -4.24' C8 318.00' 41.24' 7'2552" 20.65' C9 .300.00' 4&34' 9"13'59" 24.22' r-10 11 ip _)io(y 35,44' 712'04" 17,74' Cil 714.00' 120.67' 9'41'01" 60,48' C12 732.00' 193.31' 15'07'52" 97.22' C13 750,00' 152.93' 11'40'59" 76,73' C14 720.00' 10.00' 0'4745' 5.00' C11 ID 25.00' 45.45' 104'09'37" 32.09' C16 744.00' 2.88' 013'19 1.44' C17 25.00' 33,70' + 19.97' 6 LL 0 Lu �9owu ui Y) Lu uj a Lt - 2� ku PROPOSED LANDSCAPE LOT (TO BE DEDICATED ON FINAL MAP) J.0 rue' u- = !4 ��: ui 2 Lu ) c 1_ -i ��, i'a s Lu w 0- 0 0 Lu 01 Z 0 u U) OLL, �6 z or, 0 6-1 OW 6 -�_T cn w ".j? k -73 V11f, :15, u- L 2 0 <ca 0 2, O -A\ (LS) a �R: z Z 0 V, Q, K, z 8,-_ p 0 n4j V-11, /'F V ou azi 26 Zo uj !�q 5 LOU 0 0 LL1_ rn 0 Lou 511 25- 0 if < W n ct w w IV, lot' ��5 = ETAIL 0,0- AREA D 00, WD 6 7c, �� ffi r) U - SCALE: 1"=20' Ili UJ CC) `lr M x QD e, + p _k 8 L n Lq !� < __j u) 7 U_ 9 0 10 + fo -q- U;!�! - 0 U_ I In 0 Ln + + to _j ul _r �+ 74- n + io C) + U- 1 j 1j 11 1 i j it 8'15 •' + + + K) Pit _j C) 0 i? - 6 X A (y A- �'j H r� PROPOSED R/W - Sf BACK OFWALK M)TYP-i TYP r v 10+ b,98.34 _127716-771 3- 49'4' - - - - - - - - - 'DOT - - - - ------ c, 1) 6 fr !Xui �ilj cr- 0 OZ 21 w < < J4 to c" + 4- C.3 6+ if CD + W �W D Z II t CO CI Cl _j t silk ui - _j 0 CD - 0 c) U-1 C) , 114 0 Lou Z _j 0 dy _j uj Q a, 1 � 1 0 Arco A w TP x 6 I-;_ ww 7D f- 0 tL ej 0 or� 7 ON CURVE -la c� r'a + cq 0 < .q +� [?, C�4 -,U' c if) L0 + uj rm, 0 _-4 ') (3 'A CC) `lr M x QD e, + p _k 8 L n Lq !� < __j u) 7 U_ 9 0 10 + fo -q- U;!�! - 0 U_ I In 0 Ln + + to _j ul _r �+ 74- n + io C) + U- 1 j 1j 11 1 i j it 8'15 •' + + + K) Pit _j C) 0 i? - 6 X A (y A- �'j H r� PROPOSED R/W - Sf BACK OFWALK M)TYP-i TYP r v 10+ b,98.34 _127716-771 3- 49'4' - - - - - - - - - 'DOT - - - - ------ c, 1) 6 fr !Xui �ilj cr- 0 OZ 21 w < < J4 to c" + IMMI ou k, A A 'a wrN �i ti m ta m s a& COf',,1STRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN, 0.40' CRUSHED AGGREGATE BASE O\ ER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI = 4.5 R = 48 4- C.3 6+ if CD + + - -6 a_ + + F ON CURVE -la ' < I ON CURVE IMMI ou k, A A 'a wrN �i ti m ta m s a& COf',,1STRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN, 0.40' CRUSHED AGGREGATE BASE O\ ER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI = 4.5 R = 48 c) 0 ul- if) W f -i Lf),--, I) Lo Co n to 4- .4- + 7 L-1 . �1_ . 1� . . . . . . . . . . . . . . . . . . . . . . . . . . . EvsTIAIG 6p_01y1vj.1L1p6)F1-vLc. AT MN IL I?Z MIF ------------• - - - - --- -;--------- ..................................... ......................... . . . . . . . . . . . . . . . . . . . . . . ........................ 0.2-5% - 0.25�/. 7. -c5, Di"57(91 Fz op/l/fic pl?onL353 '353 .......... ........................... ..... ...... ... 9+00 10+00 11 Jf- 00 12+00 13+ 00 NOR11"r-I FLOWINE PROFILE .37ff 0 ON CURVE 11 j CL ca U-) it or_ r__ ej( ri c� 0 c� IDENTICAL POINT a- 4- Lj to to w to to to U') 1.0 C:, 0, Ln to ro 61 _`� r, +6 6 CIA LO a; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + cli 0cD . . . . . . . . . . . . . . . . . . . . . . . . . . . 357 357 . . . . . . . . . .•EXI�Tl9VG' E'i�OJ, /D -PRO L F' • AT CEIV ITiEl?Z MIE -A ........... .. . . . . . . . . . . . ........ ......... 35' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 _9A� 5 3 . . . . . . . . . . . . . . . . . . 91c5loill ALOWINZ� PROFIL m. 353 9+00 . . . . . . . . . . . . . . . .13+00 0 1 -1--00 12+00 SOUTH FLOWLINE PROF ILE� \'�C2j -PROPOSED R/W BACK OF WALK + 5 + 4 It U- I N�\ _4 _11D TYP S C) bj --I 2 to rr),-: � 0) 0) to U-) e + F-1`2 + a_ + - �2 ci� F ON CURVE ' �2 I- I ON CURVE tiC11 [?, C�4 -,U' c uj rm, 0 Lij I,) po to a. C�l co Of to C14 01 + vj Lu LL . . . . . . . . .. l-, t1r) &I .. I * I I * L0 I * I . . . . . . (N t; Lo 16 10 tr" jo LO r-: -1 w r. CD to In to cel sn N _0 Lr) qr) � _j too U to 0 CL to q) . +00 io + (D to c� z c) 0 ul- if) W f -i Lf),--, I) Lo Co n to 4- .4- + 7 L-1 . �1_ . 1� . . . . . . . . . . . . . . . . . . . . . . . . . . . EvsTIAIG 6p_01y1vj.1L1p6)F1-vLc. AT MN IL I?Z MIF ------------• - - - - --- -;--------- ..................................... ......................... . . . . . . . . . . . . . . . . . . . . . . ........................ 0.2-5% - 0.25�/. 7. -c5, Di"57(91 Fz op/l/fic pl?onL353 '353 .......... ........................... ..... ...... ... 9+00 10+00 11 Jf- 00 12+00 13+ 00 NOR11"r-I FLOWINE PROFILE .37ff 0 ON CURVE 11 j CL ca U-) it or_ r__ ej( ri c� 0 c� IDENTICAL POINT a- 4- Lj to to w to to to U') 1.0 C:, 0, Ln to ro 61 _`� r, +6 6 CIA LO a; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + cli 0cD . . . . . . . . . . . . . . . . . . . . . . . . . . . 357 357 . . . . . . . . . .•EXI�Tl9VG' E'i�OJ, /D -PRO L F' • AT CEIV ITiEl?Z MIE -A ........... .. . . . . . . . . . . . ........ ......... 35' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 _9A� 5 3 . . . . . . . . . . . . . . . . . . 91c5loill ALOWINZ� PROFIL m. 353 9+00 . . . . . . . . . . . . . . . .13+00 0 1 -1--00 12+00 SOUTH FLOWLINE PROF ILE� \'�C2j -PROPOSED R/W BACK OF WALK + 5 + 4 It U- I N�\ _4 _11D TYP S C) bj --I 2 to rr),-: � 0) 0) to U-) e + F-1`2 + (01_') + - �2 ci� F ON CURVE ' �2 I- I ON CURVE XN NOTE "B": SAWCUT AND MATCH EXISTING PAVEMENT p, L I A AS DIRECTED BY THE CITY ENGINEER. I TAL V)01 gA, HORIZON 4 m m VERTICAL: 1"=2'F. y z, La CONSTRUCT mii\j. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION COMPACTED TO 95% MAX. DENSITY IN rr'IELD, PRIOR TO CONSTRUCTION AND NOTIFY TI=4�5 R = 48 ENGINEER IF THERE ARE ANY DISCREPANCIES, HORIZONTAL: 1"=40' VERTICAL: 1"=2' SOUTH FLOWLINEE PROFILE w a-* f . J Z CO CIA `C15 th (D >< LL vj cd rJ CL 39.27' e w c1\ L 45.45' > 0 2< 1 ON CURVE IN, I ON CURVE tiC11 [?, C�4 -,U' c uj rm, 0 Lij u cl a. ui co Of to C14 01 Lu LL ch LIJ _j Ld t; Lo 16 10 to -4- 00 to jo LO r-: -1 w �0� -iw to to - u to In to cel sn N _0 Lr) qr) � _j too U to 0 CL to q) . +00 io + (D to c� z - -if,) C)o c� z 0 Lij C-4 . . . . . . . . . . . . . . . . (N C� .. . . . . . . . . . . . . . . . . . . LO K) . . . . . . . . . . . . . . 00 0) 0 . . . . . . . . . + 10 �z ro LLJ ix) tr) LO 356 c� EIVISTINC CROUND. PROFILE ur (rj . . . . 356 . . . . . . . . . . to . . . . . . . . . . . . Al FA1Tc1?Z1NC I - . . . . . . . . . . . . . . . . . . . . �!,) 1,4 . . . + Lo . + + to - - - - - - - - 0 - --_x-- .0 -0 -g - - - - - - - - - - - - to -7 . . . . . . . . . . . . . . . . . . . . .......... ....................... ........ 354 . SEE NOTE "A " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 . . . . . . . . . . ABOVE' . . . . . . . . . . 5 + 71,-0.25 . . . . . . . . . . . . . . . 9f 1516AI F -I MIE . . . . . . . . . . . . . . . . .2 . . . . . . . " 13J 5 2 ................................................................................ 352 10+00 11-11-00 1 12+00 13+00 14+00 NORTH FLOWLINE PROFILE 39.27' 33,70' ON CURVE I I ON CURVE C 0) 110 CA 11 U it 0 F 00 CL x 4_) CID rf 0 bi to co co to 1,60, v -3 t6 U:w J to rz LO uj -i Lo V.) t, vol (DrD -:t + (.0 to b-0 Q:�r_ PO "0 d 0 z -ow (D . . . . . . . . . . . . . C) 0 . c_ z C) 60 + u) . . . . . . . . . . . . . . . -c-i"-C. . -1 -4 . . . . . . . . . . . + 356•.............. `�` 3t r) Ld LU r_1 co . 3`6 .0-' 0 too - r:'-cl '2p . . . . . . . . . . A T 6F�l INE' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + r +til ty7 + _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 611 . . . . . . . . . . . . . . . . . 354 SEE- NOTE J'Ap)- . 354, ........... ABOVE: . . . . . . . . +0.25% . . . . . . . . . . . . +0.537-- A + "_�rb.25% 0�25v . . . . . . . . . . . . . . . . . . . . . . . 0a omnu-i . . . . F51 L A/9 F . . . . . . . . . . . . . . . . . . . . 352*... ............ ...... .......................... J52 10+00 12+00 13+00 14+00 SOUTH FLOWLINEE PROFILE w a-* f . J Z CO CIA `C15 th (D >< LL vj cd rJ CL DATE 1213012014 PA JOB No. 'I 3-2750H ,v> SHEET E Qj) 0 E OF 7 SHEETS e w c1\ L LL, > 0 2< 1 IN, n/ W U. rm, 0 Lij a. ui _j uj Lu LL 11" LL! 1,T m LC21 DATE 1213012014 PA JOB No. 'I 3-2750H ,v> SHEET E Qj) 0 E OF 7 SHEETS e w c1\ L LL, > 0 2< 1 DATE 1213012014 PA JOB No. 'I 3-2750H ,v> SHEET E Qj) 0 E OF 7 SHEETS e L 2< 1 cy n/ DATE 1213012014 PA JOB No. 'I 3-2750H ,v> SHEET E Qj) 0 E OF 7 SHEETS El j CONSTRUCT 6" CURB &, GUTTER PER C.O.B. STD. DWG. ST -1. [fl CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG, ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". F-41 CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AR UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14 M-1 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). 0/ PROPOSED 4' WIDE SIDEWALK -PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. I--�j r CONSTRUCT 5- WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & CUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS, ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. _c> INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FOOT TALL HAMILTON ALUMINUM POLE OR EOUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. Rl - 1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. so SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOIJNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SE "ALVAG SIGN WITH WITH CONSTRUCTION OF ADJACENT PHASE. t J� co ca uj z U + +.0 UJ r - ch + co Il) 0 rA- co C-1 Qor . 0 CD Q0 Lj + + CIA 34 t + C�l If L19 I I 3 TYP 4J cl -4 2 Iz 0Ll: 6u) - 1 10-1-91 -- V-1 -1 1CC3) _11+68.07 5 2 rC4 4- C2 PROPOSED R/W ac 6 BACK OF WALK ,. !�� j _ _ LLJ Ll J uj V) U) 3 fn L0 + ou � CIL 0- 1110 r- 19 + o-) u- + — U- 15 lye - 1 Lu cd 0 0 0 uj + 0 �2 p 1�ljjIrl 1--_ ol + 1,50 TYP is 17-1-L 14 PROPOSED R/W A & Cl "j BACK OF WALK Lot — — — — — — — — — — — — — — — — 15+4 . 4 N I *h z PROPOrS"ED SUMP rri Ldn� (SEE GRADING PLAN) m a_ 0 uj m NE Camj co I co + + v. + R AA 0 g "Ma & I Alw A A A Illm CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R-48 11vrj NOTE: THIS DWY NO r TYPICAL c� pl 20 sl 19 0 co HORIZONTAL 1"-40' VERTICAL: 1"-n2' 40.29' 3-330' 45.45' 37.21' 11_0N CURVE -1 �]__66Rvd 1_oNC`6��V_c ON CURVE (11-0 cr_ al N ry 0 cr_ CD C) �o 0 tJ 0 If) C) c-1 co M � P., 00 �v 0 vi Lu 17! bi EXISTING 00011) PROFIZE- ui tri r- f�) CD r_ N m c6 r" L0 'S r- l) u') ") ( C6 c Lo IT) u Lo to rh 0) U) V3 n to 1,-) 0) j A T 6FN Tf _RZ 11VE (.N + y I! - - — -- — — — — — — — 356 .................... . 6 0) �+. ULU- .......... I ............ ... ..... . __j __j .............. 0 + + + + u -0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 354* ... ............... ....... ......... ....... ................................................... ............ .................. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . DE1161v FL OHIL 1hf pl?OfIA --+0.25%- -0. P,; VES N FZ W 1W PROFILE 20 35 2 3 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ ................. ................................... ........ 9+00 10+00 ll X00 12+00 113 + 00 14400 15- +00 16+00 17+00 40.29' WE S T FLOWLINE PROFILE CURVE -1 r'. Q:: 00 il cn, [-- o II 0 10 to r Ld 01 tr) C�! 0:� 0 00 m -AIC CR( cj M j�) (I IQ co C� CA, ci EXIS'71 )0�/9 PROF7Z F- to C1 r to to co L0 — — — — — — 0) AT Cf�l IERL INC --to- + + to + w__j r� . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 356 . . . . . . . . . . . . . . . . . . 1 0 . . . . . . . . . . . . . �7 . . . . . . . . . . 356 + + .4- + 26E, za . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . CA 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 • +0.25% 0. 5 ly-- 2 ------- . . . . :o.'5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0. -:7-7 0�25��. 5 P F 9ES16N FZO;; I INr f?OFIZE ,0iS1r_,N FlOWIXE PROF11L 352 352..................* ......... ................................. .............. ....... ....... ................ ....... ........ .............. .. ................. I ....... I ........ .................... ....... ............... .................... ............... ................ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16-4-00 17+00 EAST FLOWLINE PROFILE CURVE TABLE CURVE Cl RADIUS 25.00' LENGTH 40,29' DELTA 92'20'26" TANGENT 26,04' C2 25.00' 40.29' 92'20'26" 26.04' C3 486.00' 7,1. 16' �' 8*44'34" 37.15' C4 _4 500.00 76-291 8-44'34- 38.22'_ C5 514.00' 78.43' 8'44'34` 39.29' C6 25.00' 53.70' 77'13'305" 19,97' C7 25.00' 45.45' 104'09'37" 32.09' (,'8 37,00' 16.17' 25'02'38" 8,22' c9 86_.o_0'143 -23' 102'3455" 99.82' Clo 37.00' 1 37.21' 57"37'06- 20.35' Cll 37.00"—T 12.86' 1 19'--YoW' 1 6.50, tJ 7— co (5 o 0-) n "j--) zo C6 2 C-9 � -5 � L=m w (Lu, �E < W 11--_ 14 C =w i- u� [-Z I- to p u_ ulCry c > L o z , J) o o w e uj L2 - FZ i- r? ly oa_p,�t- 0 F-0- za� �Fo r, o F-21KTi --� E " ly o 3: 3; M- ((N _w In al -) z 0 0 W 0 15w " (13 L. 0 P� ru t: 1,)0 , z z T) 0 M) nes C, D L ooLL -- iFrp, (D Lu pia' Owp;5 C)l --- CJ Lli 5 Ei Lu CL 1- 9 u a0 () x I - w 9z zo Q) 3 z 0 caj I- C JU Q IL C, 0 < -w ;u� ri) ae T < S7 vir�j < z co 4 < z U, cx -w LL Z > w _j uj La u D Z W ,3 0 0 >L L:r,, 2 so=u L'. Z w 0 CL 4K 09 Q_ V) LWIJ C) 7, Fa 0., J to 'Al L Q Ns 0 cv 0 LLI Ld W C\j tom - 00 z 0 C0 5; ILI u DAJE 12/3012014 PA JOB No. 13-2750H SFlErEr Q) o E OF 7 FIE TS 7— EL 0 LL uj Lu In W w 0 w 0 w Q) LL > w ()� LL_ a0 < 4K 09 Q_ V) LWIJ C) 7, Fa 0., J to 'Al L Q Ns 0 cv 0 LLI Ld W C\j tom - 00 z 0 C0 5; ILI u DAJE 12/3012014 PA JOB No. 13-2750H SFlErEr Q) o E OF 7 FIE TS u DAJE 12/3012014 PA JOB No. 13-2750H SFlErEr Q) o E OF 7 FIE TS CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C,0.8. STD. DWG. ST -1. M2 CONSTRUCT 5' WIDE STANDARD TYPE SIDE -WALK PER STD. DWG. ST -3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". E41 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AR UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 T6 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWO. s -r-4. (SEE SHEET 2 FOR DRIVEWAY :60 LOCATION DETAILS). [7�1 PROPOSED 4' WIDE SIDEWALK- PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. F871 CONSTRUCT 5* WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. s,r-3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB Rec GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW :STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. w INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FOOT TALL HAMILTON ALUMINUM POLE OR EQUiVALEN-r AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWO. ST -13. INSTALL 'STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1- INSTALL R1-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (s SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 3-3 PR( POSED R/W 12C \\IN TYP BACK OF WALK (C2 31 00 FFIN 1 -1 11 I I NOTE: THIS DWY IS -'',1 Flf 11 f I yw , If 11 It I PAARK jS()t1JARr'__ DRIVE (SEE PM 12100 STREET PLANS) NOT TYPICAL Li d w ?ol) CURVE C1 C2 RADIUS 42.00' 33.00' CL C" TANGENT 38.98' 14.97' pa - r"Ca 26.28' w N/ _j -0 U 21,18,49" 00 to Ld ow , �2 C-4 + C) r 4) z'-+ + 25.00' ji 4- 92'20'26" 26,04' L) 00 r.cy) 35 ch m i + 38 1i o 0) + 'k. + G_j 113'.31' J '01 w INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FOOT TALL HAMILTON ALUMINUM POLE OR EQUiVALEN-r AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWO. ST -13. INSTALL 'STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1- INSTALL R1-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (s SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 3-3 PR( POSED R/W 12C \\IN TYP BACK OF WALK (C2 31 00 FFIN 1 -1 11 I I NOTE: THIS DWY IS -'',1 Flf 11 f I yw , If 11 It I PAARK jS()t1JARr'__ DRIVE (SEE PM 12100 STREET PLANS) NOT TYPICAL Li d w ?ol) CURVE C1 C2 RADIUS 42.00' 33.00' 11 i_: If u C" TANGENT 38.98' 14.97' pa - 'n 26.28' + N/ _j -0 ��:j Q + W 21,18,49" tNI r I WIN Olq vil o 0 L 0q, C)u qz ow , �2 + Ld C) r 4) z'-+ Lu 25.00' ji 4- 92'20'26" 26,04' L) 00 r.cy) 35 26.04' u r- ry 10.00' 4- r cf, 71- + 'k. + G_j 113'.31' 10.42' -4. + r4') + r4) 21`06'17" + C11 55.00' 84.76' 88-18'08" t C12 37.00' 3 88'31'16" 34 23 80.00' 184.51' 132'08'41" 180.30' C14 974.00' 247.15' 14'32'20�' 124.24' C15 1010.00' 449.15' 2528'47" 228.35' C16 992.00' 369.02' 021`18'49" 186.67' C17 992,00' 21.97' 1 007-02'41" 61.06' LO to _j �0 r) Lou 1 t1i r) + Lo r,-) Zw• 1 1 CG CL (9 r- M 0 21 w< 0 ci C) C<i -- - - - - -- - - - - - - 12 PROPOSED R/W & BACK OF WALK vi to '7 2134 25 26 (D 27 P r- , 4"q3 , , J 0 31 TY C9 0 C6 (J9 0 -&X) C51 1 =2 3+69.0 CIO TYPE` + '30 L4 0 + Arb W o 411 p 28 mm- m gq m A, is 4 tii ..k£.�. Y:+'S'�P :C,`.3.�v `91 m 1.1i�....$ 'YY C ry� ;s y 6 . CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=45 R=48 LLTJ. A4 D 2 9 C-4 Tv 0) to + -4- U- 01 r CURVE TABLE CURVE C1 C2 RADIUS 42.00' 33.00' 11 i_: If u C" TANGENT 38.98' 14.97' pa - 'n 26.28' + N/ _j -0 ��:j Q + W 21,18,49" tNI r I WIN Olq vil o 0 L 0q, C)u qz ow , �2 + Ld C) r 4) z'-+ Lu 25.00' ji 4- 92'20'26" 26,04' L) 00 r.cy) 35 26.04' u r- ry 10.00' CN r cf, 71- + 'k. + G_j 113'.31' 10.42' -4. + r4') + r4) 21`06'17" + C11 55.00' 84.76' 88-18'08" t C12 37.00' 3 88'31'16" 34 C13 80.00' 184.51' 132'08'41" -- - - - - -- - - - - - - 12 PROPOSED R/W & BACK OF WALK vi to '7 2134 25 26 (D 27 P r- , 4"q3 , , J 0 31 TY C9 0 C6 (J9 0 -&X) C51 1 =2 3+69.0 CIO TYPE` + '30 L4 0 + Arb W o 411 p 28 mm- m gq m A, is 4 tii ..k£.�. Y:+'S'�P :C,`.3.�v `91 m 1.1i�....$ 'YY C ry� ;s y 6 . CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=45 R=48 LLTJ. A4 D 2 9 C-4 Tv 0) to + -4- U- 01 r CURVE TABLE CURVE C1 C2 RADIUS 42.00' 33.00' LENGTH 201.05' 28.11' C" TANGENT 38.98' 14.97' pa - 33.00' 26.28' + N/ _j -0 ��:j Q + W 21,18,49" tNI r I WIN Olq vil o 0 L 0q, C)u qz ow , �2 + 0'35'05" C) r 4) z'-+ Lu 25.00' ji 4- 92'20'26" 26,04' L) 00 tet - 92'20'26' 26.04' a; a) 104 10.00' 0'35'05" N + r cf, 71- + 'k. + G_j 113'.31' 10.42' -4. f 37.00' 1.3.63' 21`06'17" + C11 55.00' 84.76' 88-18'08" 53.39' C12 37.00' 3 88'31'16" -- - - - - -- - - - - - - 12 PROPOSED R/W & BACK OF WALK vi to '7 2134 25 26 (D 27 P r- , 4"q3 , , J 0 31 TY C9 0 C6 (J9 0 -&X) C51 1 =2 3+69.0 CIO TYPE` + '30 L4 0 + Arb W o 411 p 28 mm- m gq m A, is 4 tii ..k£.�. Y:+'S'�P :C,`.3.�v `91 m 1.1i�....$ 'YY C ry� ;s y 6 . CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=45 R=48 LLTJ. A4 D 2 9 C-4 Tv 0) to + -4- U- 01 r CURVE TABLE CURVE C1 C2 RADIUS 42.00' 33.00' LENGTH 201.05' 28.11' DELTA 27416"19" 48'48'31" TANGENT 38.98' 14.97' C3 33.00' 26.28' 45*37',37" 13.88' 04 992.00' 369.02' 21,18,49" 186.67' C5 980.00' 10.00' 0'35'05" 5.00' C6 25.00' 40.29' 92'20'26" 26,04' C7 25.00' 40.29' 92'20'26' 26.04' C8 980.00' 10.00' 0'35'05" 5.00' C9 974.00' 20.8.3' 113'.31' 10.42' CIO f 37.00' 1.3.63' 21`06'17" 6.89' C11 55.00' 84.76' 88-18'08" 53.39' C12 37.00' 57.16' 88'31'16" 36.06' C13 80.00' 184.51' 132'08'41" 180.30' C14 974.00' 247.15' 14'32'20�' 124.24' C15 1010.00' 449.15' 2528'47" 228.35' C16 992.00' 369.02' 021`18'49" 186.67' C17 992,00' 21.97' 1 007-02'41" 61.06' HORIZONTAL: 1"=40' VERTICAL: 1"=2' I u, > z < Ld I I(LS) (LS) (LS) -PROPOSED LANDSCAPE LOT (TO BE DEDICATED ON FINAL MAP) q, 'cl 0- _11�. MIN < W 5 n_v) (N, I z JUBILEE LANE n- 19\1P 0 I I(LS) I (LS) I II Imo!I I I 11 uoj 0 V) 0 0- I--- - rAUREA DETAIL SCALE: 1"= 20' d - z - � w U "pr a0 0 E3 E5 'c5 p r 6 ` �"'; r . Q w M p >(.5 0 8 K� ai 0?.raj Z C) 0 %4- L11 "j 1� < 0 F/5 C,4 Ld <w 0 (D0 Ep0ZwEi0_pw 0 0 3�:L-j ;�c in z 0 (i,Ujj Z 0 Es ix", =vim* Lu "' [L v) �; 0 -, - cl < LU Lu (C) w 0 mw c\1 tL io; a) w, v) W 0 () C) EL = =r- t; 0 4 > 0 r w0 LLJ < 0 > 0 Ln W uj w w N 40 99' 4 6� CRVE 101A1-�(\,-` �VE1 w 11 F_: 10 110 Iq p4� 1�) I I C-11 111� �-Iu 0 re to C) cv) C14 0 C-4 11 r-11 py 0 :r 0 (�I 11 ry co 0) C-4 Le 0 :E _j to to _j u "; w Uj -j r) C: 11) - to to Ii Z :> U4 17- n- on to �e) - 0 ow to to ur) LO to _j �0 r) Lou 1 t1i r) + Lo r,-) Zw• 1 1 CG CL (9 r- M 0 21 w< 0 ci C) C<i e L 2 i-) ci Lli 06 _r u') -1 356 01 to C6 + 0) < + (0 Lu to < to 356 ......... to .................. cl .... ............... 'S ................ .......... .GROUND' -� c"I cd ...... .. .... W: t,) + .41•...... ........ ....... ..... C) FX ///V PI?OFIZ l-_ •4- + A r; + r -)'7i- + -i U- + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t .... . . . . . . . . . . . . . . . . . . . . . . ra . . . . . . . . . 0,26% 0. 2W% 0-5 '--0 52% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . L2ES16iV IcMIXINF PROQ-7- . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . 0.3 . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3152 ................ I .................. ................... ...................................... I ....................... ...... I .............. ....... I .......... I .......35 ............. PNT .IDENTICAL ......... OI........... I ............... . ................................ ...................................... 9+00 1 OA -00 11+00 1211-00 13+00 1 A +00 ................................... 15-1-00 16+00 17+00 NORTH FLOWLIME PROFILE 57,16' ON CURVE If V) CL u fe to C'j -'j- coo 0 re, 0 co cq Iq ca cDi�� to co r--: m 4- (��) t'i Ld to 1,) ci to 356 ......... ('0 cli *t if) ff) 0 0,4. . . . . . . . . . . . . . . . . . . . . . + 356 ....... ..... cl . . . (0 vi . . . . . . . . . . . . . . P1,1STINC . . . . . . . . . . . . . . . . . 6?06'Alrl P?0-1Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to + A r �C/v 111SRz,11vF - - - - - - -- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . ... . . . . ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . U_ . 354' 0. 5' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '354 _PI?C�Fk,� .......... ............ ............. 9ESIO1FW....A-11NE ....... .... .. ............................ 3552 .......... ......... ........ ............. ............................. ............ ...... ........ ...................... ................. ............ 35 2 ................. 9 _11- 00 ................. 1 C) + 0 0 ...... 11+00 ... ........... 12+00 13+00 14+00 15-1-00 '164-00 17+00 SOUTH FLOWLINE PROFILE I u, > z < Ld I I(LS) (LS) (LS) -PROPOSED LANDSCAPE LOT (TO BE DEDICATED ON FINAL MAP) q, 'cl 0- _11�. MIN < W 5 n_v) (N, I z JUBILEE LANE n- 19\1P 0 I I(LS) I (LS) I II Imo!I I I 11 uoj 0 V) 0 0- I--- - rAUREA DETAIL SCALE: 1"= 20' d - z - � w U "pr a0 0 E3 E5 'c5 p r 6 ` �"'; r . Q w M p >(.5 0 8 K� ai 0?.raj Z C) 0 %4- L11 "j 1� < 0 F/5 C,4 Ld <w 0 (D0 Ep0ZwEi0_pw 0 0 3�:L-j ;�c in z 0 (i,Ujj Z 0 Es ix", =vim* Lu "' [L v) �; 0 -, - cl < LU Lu (C) w 0 mw c\1 tL io; a) w, v) W 0 () C) EL = =r- t; 0 4 > 0 r w0 LLJ < 0 > 0 Ln W uj w w N ti L J Lu LU 4k� Lij w q) w ti rVY c\1 x w xt Ld V) 0 170t z 1 vii 3: z U) < 0 1 • 0 DATE 12/30/2014 w 1PAJOBNo. '13-27501-1 0 ------- .... SH 1' W_ 0 > -An E M, OF cli 3 OF 7 SHEETS w Le 0 :E Z :> U4 w 1 1 < A ti L J Lu LU 4k� Lij w q) w ti rVY c\1 x w xt Ld V) 0 170t z 1 vii 3: z U) < 0 1 • 0 DATE 12/30/2014 w 1PAJOBNo. '13-27501-1 0 ------- .... SH 1' W_ 0 > -An E M, OF cli 3 OF 7 SHEETS TESS CONSTRUCT 6" CURB &. GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. E3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT 12' WIDE CRO SS --GUTTER PER C.O.B. STD. DWG. S-35. (COiNTRACTOR SHALL COMPACT AR UNDER CROSS -GUTTERS AND A M15MUM OFF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 E.5j- CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG, NO. D-14 06 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG, ST --4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). E71 PROPOSED 4' WIDE SIDEWALK --PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. M CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS By OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. EW VI ALL PLAN C. STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE No TIEr.D. 4> .0 TE "E31 - F -Z kk� NOTE "B": SAWCUT AND MATCH EXISTING PAVEMENT AS DIRECTED BY THE CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 20 L_ / 1,4_61 TYP _c> INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH '12 FOOT TALL HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD- DWG- ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. _u'_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1--1 -v- INSTALL R1-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT--OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT lug 2'05 ..q 00 Q Ld W + + 13 + r- 14- 15 + CA j, vo IQ 0 + + 12 0 0 30 TYP/-1\ PROPOSED R/W 84c -5' ')3A�99. BACK OF WALK viv, Z, I— PROPOSED R/W io 3c: 1 BACK OF WALK V) ry rV co U) +2 c� T N 0 M + + 3 0 4 C11 nj Lr 7 21 Lb TYP it + 0 (0 0 '-1 gz C�LL_l + Ow --I JQ +10 V_ + V ur -F Ui `37 + re) + cli '-A + , )1:2 8 t�)_j 01 7 c4L.. At OR PE N Boma y COI`,,I'S)TRUC_f MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY ri = 4.5 R=48 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 39.58' 3194ON CURVE ON CURVE r- 0- 11 11 CEJIto W 0 CO c* N CIA cli r': LL raj LO u') ij 00 Z -0 _j r-5 + C� ID CD 0 0 ro LLJ N T) . . H CAI Q . . . . . . . . . . . . . . . . 0 --,O:z C� Ld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00. 356 ............. .................. ...... w '00 ro ui s- - 0+ + Or) -Q� . . . . . . . . 410 1.10 Ld V') _F11511 -MIC 6ROUNd 'PROQE mfr'. `-€'; . . cf) r� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO r rD C); . . . . . . . . . . �6.r u.) tc) to + A 7- CENI'CR�17W_ to + rn _ff_xLL_- + + -- -__----cavi + + I,- f__ . . .* - - - - - - -. . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - --- ----- - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... j . . . 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -i U_ SEE NOTE "A'- LL. Li I A SEE NOTE ABOVE ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Of -96111 FLOP101f Pjf0f,_r_ orcsv/ R1 OWIIVF- PROME %J 352 ..................... ....... ...... ............... ............ ........... ............................ ............ ................. ......... 352 ........ ........ ........ ............ .......... ...... ....... ...... ......... +0 220 00 ........ +00 23+ 24 25+00 17+00 18 -Ir -00 19+00 20-11-00 NORTH FLOWLINE PROFILE 38.98' 44.29' 1 ON CURVE to Q_ 11 Q tF: 0) cq . 11 to N A W Lu re �-- L0 Li- L0 CD 64 0) t) - 11t) + LQ 0 bj Lf') Lo -i P0 071 0-1 Cpm .............. ........ 356 ow K) o n if) .... I ............... ................ ...... vj:"� C-iu (--,) � C)z r) .................. C-410 - q � I 'LO) .................. ........................... 356 .............. louj �f)W 0! "r, + 'fo LOr"I ......... .......... . . . . . . . . . . . . . . . . . . . . .tct3+ cy) . . . . . . . . . . . . . n, A T O'F�l 17 _RL 1�v f, JT) L _t2OLL- u — — ------ — — — — j1- + Pf "54 - - - - - - - - - - -- - - - - - - ---- - - - - - - - . ........ ......... ............ ............... .. .................. 354 OT SEE NOTE 'W' 01 ABOVE• ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 77�=O— . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 5L1 .......... 2_5 VE f7 P F11 0.25% SIGIAy' rQ0Y101E PROFIZE- 9FS11,N F-1 091M, RO 352 3 115 2 ............... I ....... .......... I .............. ............... .............. ................................................ ............ ........... - ......... ...... I ................................... .......... ...... ............................. 21+00 22 �00 2 00 24+00 25+00 1,7+00 18+00 19+00 20+00 SOUTH FLOW LINEE PROFILE CURVE TABLE CURVE RADIUS - LENGTH DELTA TANGENT ci 1240.00' 10-00' III 30 j 5.00' C2 51 10.00' 0*27'12" S/w C3 1234,00' S/w 27'24'13" 300.86' Xj�_ 5-fI i ' Ii�I, - t01n 1252.00' 686.77' II Ld C5 ul 593.54' 26'46"39" PARK SlIUARE DRIVE Co 0z C (SEE PM '12-100 LU I�_2'1011 CL STREET PLANS\ 1 1264.00' c" + (;I'- + + 6! '�_ , - + - I-- r __ NOTE "B": SAWCUT AND MATCH EXISTING PAVEMENT AS DIRECTED BY THE CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 20 L_ / 1,4_61 TYP _c> INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH '12 FOOT TALL HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD- DWG- ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. _u'_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1--1 -v- INSTALL R1-1 STOP SIGN W/ STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT--OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT lug 2'05 ..q 00 Q Ld W + + 13 + r- 14- 15 + CA j, vo IQ 0 + + 12 0 0 30 TYP/-1\ PROPOSED R/W 84c -5' ')3A�99. BACK OF WALK viv, Z, I— PROPOSED R/W io 3c: 1 BACK OF WALK V) ry rV co U) +2 c� T N 0 M + + 3 0 4 C11 nj Lr 7 21 Lb TYP it + 0 (0 0 '-1 gz C�LL_l + Ow --I JQ +10 V_ + V ur -F Ui `37 + re) + cli '-A + , )1:2 8 t�)_j 01 7 c4L.. At OR PE N Boma y COI`,,I'S)TRUC_f MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY ri = 4.5 R=48 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 39.58' 3194ON CURVE ON CURVE r- 0- 11 11 CEJIto W 0 CO c* N CIA cli r': LL raj LO u') ij 00 Z -0 _j r-5 + C� ID CD 0 0 ro LLJ N T) . . H CAI Q . . . . . . . . . . . . . . . . 0 --,O:z C� Ld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00. 356 ............. .................. ...... w '00 ro ui s- - 0+ + Or) -Q� . . . . . . . . 410 1.10 Ld V') _F11511 -MIC 6ROUNd 'PROQE mfr'. `-€'; . . cf) r� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO r rD C); . . . . . . . . . . �6.r u.) tc) to + A 7- CENI'CR�17W_ to + rn _ff_xLL_- + + -- -__----cavi + + I,- f__ . . .* - - - - - - -. . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - --- ----- - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... j . . . 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -i U_ SEE NOTE "A'- LL. Li I A SEE NOTE ABOVE ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Of -96111 FLOP101f Pjf0f,_r_ orcsv/ R1 OWIIVF- PROME %J 352 ..................... ....... ...... ............... ............ ........... ............................ ............ ................. ......... 352 ........ ........ ........ ............ .......... ...... ....... ...... ......... +0 220 00 ........ +00 23+ 24 25+00 17+00 18 -Ir -00 19+00 20-11-00 NORTH FLOWLINE PROFILE 38.98' 44.29' 1 ON CURVE to Q_ 11 Q tF: 0) cq . 11 to N A W Lu re �-- L0 Li- L0 CD 64 0) t) - 11t) + LQ 0 bj Lf') Lo -i P0 071 0-1 Cpm .............. ........ 356 ow K) o n if) .... I ............... ................ ...... vj:"� C-iu (--,) � C)z r) .................. C-410 - q � I 'LO) .................. ........................... 356 .............. louj �f)W 0! "r, + 'fo LOr"I ......... .......... . . . . . . . . . . . . . . . . . . . . .tct3+ cy) . . . . . . . . . . . . . n, A T O'F�l 17 _RL 1�v f, JT) L _t2OLL- u — — ------ — — — — j1- + Pf "54 - - - - - - - - - - -- - - - - - - ---- - - - - - - - . ........ ......... ............ ............... .. .................. 354 OT SEE NOTE 'W' 01 ABOVE• ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 77�=O— . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 5L1 .......... 2_5 VE f7 P F11 0.25% SIGIAy' rQ0Y101E PROFIZE- 9FS11,N F-1 091M, RO 352 3 115 2 ............... I ....... .......... I .............. ............... .............. ................................................ ............ ........... - ......... ...... I ................................... .......... ...... ............................. 21+00 22 �00 2 00 24+00 25+00 1,7+00 18+00 19+00 20+00 SOUTH FLOW LINEE PROFILE CURVE TABLE CURVE RADIUS - LENGTH DELTA TANGENT ci 1240.00' 10-00' 0'27'43" 5.00' C2 1264.000 10.00' 0*27'12" 5.00' C3 1234,00' 590.20' 27'24'13" 300.86' C4 1252.00' 686.77' 31'25'43" 352.26" C5 1270.00' 593.54' 26'46"39" 302.29' Co 1240.00'. 10,00' 0'27'43" 5.0-0' C7_ 1 1264.00' 16-66' 02712' F w 5.00' -0 wow Wj) ,, - R1 x 6 5 C) Lij U) ' -i- SU43 w 'r ul LL 0.11 c? ' r' -)wiz c� ci, d rb 91 c1le Tw ^�D- x C) uj 0 @ LL LO S2 0 0 W ui LLJ w ui :Wr- 0 LL' Z j>u P cn Z Z LL Lu W (j) vw)w < I-- 'r Lu4�� ra -0 z - Li w 0 . < z z a- uj 0 0 Q) C) w z 7 Z' LL' 3Luj C, L(!j LL z' ul w q� T uj Z _j LL CLI 6 (D 0. �ra z m;> tu p re w w 'jj > W 0 1,1 0 9 tu w 17, __C== CL P 0 Cl (�yj te ��, a — "7 Ll y 1- 3 ,j) . . . . . . . . - - - - - - ---- DTrE z PA JOB No. 13-2760H E 5 0 SHEET 0 E Iw J 0 Ln OF 7 SHE ET L U�' I'Lanm klllll� oz ED j Lij 0 ,j) . . . . . . . . - - - - - - ---- DTrE z PA JOB No. 13-2760H E 5 0 SHEET 0 E Iw 0 Ln OF 7 SHE ET . . . . . . . . - - - - - - ---- DTrE 4 '12/301201- PA JOB No. 13-2760H E 5 SHEET 0 E 0 Ln OF 7 SHE ET CONSTRUCT 6" CURB ck GUTTER PER C.O.B. STD. DWG. ST -1. E-9] CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWO. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". I.CONSTRUCT 12' WIDE CROSS -CUTTER PER C.O.B. STD. DWG. S-35. (CON UNDER CROSS -GUTTERS AND A iNJINIMUM OF 1' EITHER SIDE TO 95% MAX. DEIIIISITY, TO A DEPTH OF 1, CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DING. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). M PROPOSED 4' WIDE SIDEWALK -PUBLIC UTILITIES EASEMENT By SEPARATE INSTRUMENT. M8 CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3 - FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STAINDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL HOLOLPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FOOT 'FALL HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST --13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. _u__ INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1----- INSTALL R1-1 STOP SIGN W1 STOP BAR. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 05 SEWER MANHOLE SEWER CLEANOUT 0 STORM DRAIN MANHOLE — RIGHT-OF-WAY SEINER STORM DRAIN EXISTING EDGE OF PAVEMENT HOLLYBROOK LANE (SEE SHEET 6) cK V) o 0� CAMPUs PARK DRIVE u 0 K Lu QZ ui Ut Lj_t F__ (SEE PM 12100 Cits < uJ W V) n- 0, cy! L.LJ Li cq 0 0 ui 'q- CL W W ro Lo co n + + STREET PLANS) 8 cr + CIA + + to c'! "in z ZE Lo 0 � 12 < ____ C-9- + 30, 30' ' -:c n. ' 2_ N + Lij s S/w + �2 < 10, k-44 12' 12' C11101 0- 3 TYP LLJ r__ frUU L CL�J _T TEE- - - - - - - - - - zi 4:3T- - - - r --r- Lti 10x00.00 12 13, - + r cf)l i I III -4- S06�51r4l N ------- - f - - - - - - - - - Sff NOTE — — --------------— --- — — — — — — — — — — — - I= - - - - - - - - - - - - - m -,I= - - - - - - - --- - - --- - - ---- - - - - - - rF - - - - 11A�) --- — — — — — — — — — -- — — ----- — — — — — — — — — — — — — — — — EXISTING IMPROVEMENTS PER PM 12100 STREET PLANS NOTE 'B": SAWCUT AND MATCH EXISTING PAVEMENT AS DIREECTED BY THE CITY ENGINEER. I LJ W> Ni I c6 o d 2; z Lij 0 zz 0 I ril' AO FA PHAOC W 4h "A6 A st is OR CONSTRUc"r MIN, 0.20' TYPE "B" A.C. PAVING OVER MIN. .4.0' CRUSHED AGGREGA-rE BASE OVER MIN. -1.00' NAT. GRD COMPACTED TO 95% MAX. DENSITY Ti=4.5 R=48 JURE IL LANE CL r_r__ CD N (SEE SH c. r- fry 5) + 121- 5' '12 12 SJb;' itI W 3 3 30 I 1 FL 1^0+50.52 fl III 32 D2 T-- FL 15+88.7 TYP 15+03.3 6 1 X 31 `- TRA C T 7248 D01MIDARY PGG&E r5)U8-C3TA'F10N HORIZON"rAL: ('=40' VERTICAL: 1"=2' NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY EINGME'ER IF THERE ARE ANY DISCREPANCIES. InNCIES. 39.52' 39.01' 39 54' 3898' 39.58' 57.16' h. �C-6 R V El �_ON CURVE ON CURVE 1-0 F�__66 �_Vrd tNT C WVE I r'- 0 V) 0 co o- !��- of 0') CK 03 Jt C"! Lo CD 00 0 ou C)17'7 (.0 d j! c� cj m L0 uj . LJ C� ui ! Tp rei 0(.11 L0 IS) tr) Lo Lo I-0 L0 L0 Lf) L0 N, 01) fl) N L0 co X X tr) (1) Nito ro uj cy) 10 0) 0) ...... 356 "i �_� 6 __j _j ...................... r -i C-1 _j _j ..................... (6 ............ .... .. .... CIO .... Lf- U_ C) 01 + + + + a_ + CI Et51-11VG GROUND �DROFIZF:- tr) 04 C) ow uj A 16; V T,-SRZ /i CA z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ."q� . . . . . . t5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + -w - -- - - - ca �D, 3 4 ........................... ......... ........ .. .......... C) 354 ........... 'SEF NOTE "�Vl ZABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . +.0.21% 7- � owl -,p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . qn7ralA m . fearlml, 352 . . . . . . . . . . . . . . . . . . . . . . . F115TMIG ,-10 //w I�VF P�1( 111W -F . . . . . 0 2 352 . . . . . . . . * . .. . . . .. . . . * .. 5%) . . . . . . . . . . . . . . . . . . . . . 14+ 00 15+00 16+00 17+00 10+00 11+00 12 -11- 00 39.96' WEST FLOWLINE PROFILE Q C-14 ON CURVE e,) rn m f- CD fl) cr co C-) Lo LO CL_ c� CL uj uj " u') C) in to N r1rsi - V) N') to U > if) . .356 L0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tO 356 . . . . . . . . . . . . . . . . . . . . .. V) . . . . . . . . . . 0 L9 fl). "o . . . . . . . . . . . . . . . . . . . . . . . . . . . . T + + 12 Q 0 ui 2: f . . . . . . . . . . . . . U . . . . . . . . . . Ex's TIIVG . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v + 14 T, c� TL /?Z IV 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ........... ............... ..... ......................... .. '52 E E NOIF_ A" .3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + - +0;31 % +00/0 (-0.20%) _VESIGIV FL 0 Y/Z INE PROFIL I F11571iVG FZOWZAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 17+00 1,0+00, 11+00 12 -FOO 13+00 14+00 15+00 16 -4- EAST FLOWLINE PROFILLE CURVE TABLE CURVE RADIUS LENGTH r DELTA TANGENT C1 LJ ria (FUTURE COMMERCIAL) rl m uj . 2717001' � C3 C-4 8818'08" 53.30' + Lo 1 25W'38" 8.22' C5 < + B�Vlf + ria to Ljj U_ i? 0) 6 x LL PHAOC W 4h "A6 A st is OR CONSTRUc"r MIN, 0.20' TYPE "B" A.C. PAVING OVER MIN. .4.0' CRUSHED AGGREGA-rE BASE OVER MIN. -1.00' NAT. GRD COMPACTED TO 95% MAX. DENSITY Ti=4.5 R=48 JURE IL LANE CL r_r__ CD N (SEE SH c. r- fry 5) + 121- 5' '12 12 SJb;' itI W 3 3 30 I 1 FL 1^0+50.52 fl III 32 D2 T-- FL 15+88.7 TYP 15+03.3 6 1 X 31 `- TRA C T 7248 D01MIDARY PGG&E r5)U8-C3TA'F10N HORIZON"rAL: ('=40' VERTICAL: 1"=2' NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY EINGME'ER IF THERE ARE ANY DISCREPANCIES. InNCIES. 39.52' 39.01' 39 54' 3898' 39.58' 57.16' h. �C-6 R V El �_ON CURVE ON CURVE 1-0 F�__66 �_Vrd tNT C WVE I r'- 0 V) 0 co o- !��- of 0') CK 03 Jt C"! Lo CD 00 0 ou C)17'7 (.0 d j! c� cj m L0 uj . LJ C� ui ! Tp rei 0(.11 L0 IS) tr) Lo Lo I-0 L0 L0 Lf) L0 N, 01) fl) N L0 co X X tr) (1) Nito ro uj cy) 10 0) 0) ...... 356 "i �_� 6 __j _j ...................... r -i C-1 _j _j ..................... (6 ............ .... .. .... CIO .... Lf- U_ C) 01 + + + + a_ + CI Et51-11VG GROUND �DROFIZF:- tr) 04 C) ow uj A 16; V T,-SRZ /i CA z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ."q� . . . . . . t5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + -w - -- - - - ca �D, 3 4 ........................... ......... ........ .. .......... C) 354 ........... 'SEF NOTE "�Vl ZABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . +.0.21% 7- � owl -,p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . qn7ralA m . fearlml, 352 . . . . . . . . . . . . . . . . . . . . . . . F115TMIG ,-10 //w I�VF P�1( 111W -F . . . . . 0 2 352 . . . . . . . . * . .. . . . .. . . . * .. 5%) . . . . . . . . . . . . . . . . . . . . . 14+ 00 15+00 16+00 17+00 10+00 11+00 12 -11- 00 39.96' WEST FLOWLINE PROFILE Q C-14 ON CURVE e,) rn m f- CD fl) cr co C-) Lo LO CL_ c� CL uj uj " u') C) in to N r1rsi - V) N') to U > if) . .356 L0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tO 356 . . . . . . . . . . . . . . . . . . . . .. V) . . . . . . . . . . 0 L9 fl). "o . . . . . . . . . . . . . . . . . . . . . . . . . . . . T + + 12 Q 0 ui 2: f . . . . . . . . . . . . . U . . . . . . . . . . Ex's TIIVG . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v + 14 T, c� TL /?Z IV 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ........... ............... ..... ......................... .. '52 E E NOIF_ A" .3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + - +0;31 % +00/0 (-0.20%) _VESIGIV FL 0 Y/Z INE PROFIL I F11571iVG FZOWZAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 17+00 1,0+00, 11+00 12 -FOO 13+00 14+00 15+00 16 -4- EAST FLOWLINE PROFILLE CURVE TABLE CURVE RADIUS LENGTH r DELTA TANGENT C1 MR '184.51' 132'08'41" 180.30' C2 37.00' 13,63' . 2717001' 6.89' C3 55.00' 84-i6' 8818'08" 53.30' C4 1 37.00' 1 16.17' 1 25W'38" 8.22' C5 1 37.00' T 57.1 B�Vlf , 06' Lu �L- LL LL L) 0 Lu u ti) E 1w 'z- ,C� 8 =Z z 'W21 W -T I w > w w —0 IL p ce x "M 'tea z16 M Z_ wz W 74- w w z LL o o LIJ ILI Z LLJ cn n o ;-r, 0 p Fi 0 ui �;r, , ,- c,-, cz, Lu 1-7 �Zc w ZZ 0 Lu to-Lu�_F w 4,1 LOU a 2 Lw LL 21 ;� o !N W w !�j 0 , (.W) f!�, -, w z 0 w U- - ,e > >: Lu Lu m LU ce w0 z W it va ff) = 0 � :r ui 0 UA X. EX 1 m Yt, Iay�04 -" w CL V) tLLJ C) Iw- (10 (3) J_o tY Lij LL) Qo UJI < z !LJ 0 > Ljj w u.. 0) 6 x LL (D u) k j Cj (D Lij Z10 ul m Yt, Iay�04 -" w CL V) tLLJ C) Iw- tY Lij LL) z !LJ 0 > Ljj w u.. w '1Z j Li '101 04� � x '00 0 L LUU, r 0 V) U) 00 _t' Vo) 25 2 /3 012 0 -14 FE PA JOB No. 13-2750H SHEET E > E gg Lo OF 7 SHEETS -" V) tLLJ C) s�_ t '1Z j Li '101 04� � x '00 0 L LUU, r 0 V) U) 00 _t' Vo) 25 2 /3 012 0 -14 FE PA JOB No. 13-2750H SHEET E > E gg Lo OF 7 SHEETS