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HomeMy WebLinkAbout1.2-6865 Ph 2 & 3STANDARD NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE INSTALLATION: MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11 AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. ,SYSTEM TESTING: A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE 1N ACCORDANCE WITH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND THE RECOMMENDATION OF THE MANUFACTURER. 4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INLINE FOR ALL LATERAL CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70-1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 7 OFCKFILL AND BAK BAKERSFIMPACTION OF ELD STANDARD DRAWiNGCHES ST-221ALL BE EXC PT IASACCORDANCE PLANS.THE CITY 8. COMPACTION TESTS WILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 9. ALL ETC.) EXISTING THAT ARE PREMOVED,r DAMAGED OR�UNDERCUT SHALLRBESREPA RED FENCING R REPLACED AS DIRECTED BY THE CITY ENGINEER. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3, EXCEPT AS NOTED ON PLANS. 11. ALL LATERALS SHALL BE 4" IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED 4' BEYOND R/W LINE. 12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE IN ACCORDANCE WITH CiTY OF BAKERSFIELD STANDARD DRAWING SW -1. 13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO THE CITY CONSTRUCTION INSPECTION SECTION IS REQUIIRED FOR INSPECTION AND TESTING. TELEPHONE 326-3049. 17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE. 18. VIDEO INSPECTION: PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTA 360-, IN ORDER TO VIEW & RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIE INSPECTION SHALL BE WITNESSED BY THE C11Y'S CONSTRUCTION INSPECTOR, WHO WILL ALSO I AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG WHICH ih THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED t OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CIT PRiOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROP] 19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORK' FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RiGHT-OF-WAY. UNLESS SE( SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED F ISSUANCE OF A BUILDING PERMIT. 20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR . ALL PVC SEWE 21. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER A.S.T.M. t GENERAL NOTES 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THiS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY. THE ENGINEER. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS. 4. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM. 5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT" PLANS UPON COMPLE11ON OF THE WORK. 7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS R OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES iN THE FiELD PRIOR TO CONSTRUCTION. SEC. 1.3.1 C PLANING_ PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED AND ANY DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED BEFORE APPROVAL. SEC. 1. 3.2 TESTING 1.3.2.1 MANDREL TEST OF PVC PIPE FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE PLACING OF PERMANENT PAVEMENT, ALL MAINLINE PIPE SHALL BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL. IF PIPE DOES NOT MEET MANDREL TEST, VIBRATORY MEANS OF CORRECTING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. _'�'NT PLANS SEWER STORM DRAIN IMPROVEMIP, T'"�D AC T NOIDHASvS 2 & 0o 5 TING , 1EO NITIAL CITY OF RECORDED CLUDES .ATERALS f ENGINESIR _RTY OF THE CITY. > DEPARTMENT URED BY A WORK RIOR TO R PIPE. ,76&C443. 1L) CITY OF '77)AKIl-L�. KE'"7�'N 0 U N T Y U ALt F 0'"7N I A 28 40 39 32 25 W 20 21 22 27 29 H 0 33 31 26 24 41 y. 38 z 37 MH X28 30 27 MH X26 23 KEY MAP t9 MH X35 23 26 MH X32 30 42 34 w m 18 24 25 a 31 43 < 36 35 w 29 28 22 z CO �E5 MH 29 MH 2 MH 25 6 z MH MH 3 MH 1 CHAPULTEPEC � AVENUE 21 16 0 15 14KMH m E1Eh: a assoc w Q 20 MH f7 i 15 37 36 35 34 33 32 44 45 46 47 48 49F50 51 52T54 a 19 16 135 co PHASE 2 c oIr 414cn 17 0 12 w3839 40 41 42 43 61 60 59 58 57 56 55 I i ( ( I- - - 3 r� R� 13 � 18 11 m 2 Ix Y 12 � CB 2 ±A S MH _ SALAZAR AVENUE 1 o- 11 H 23 MH 22 MH 21 10 ( 49 48 47 46 45 44 62 63 64 65 66 67 68 I_I {_{ I I {_{ JALPAN 1i1 _ _ _ _ _ _ _ _ _ AVENUE � � � SOM AN STREET MH X24 50 ±5F2 53 54 35 75 74 73 72 71 70 69 1 0 1 ( 1 1 1 1 1 1 1 11 11 Ww$ MH 7 HASED c0 2 J �L�_L�_LJ_L�_L_l_L� N r ce 1 MH fit6 MH g15 a CORREGIDORA AVENUE -T _P tH-ASE 1 < - 7 S0 H �1 ( I � LL' 1 ' 64 63 62 61 60 59 58 57 56 76 77 78 I ( 1 ( I ( ( i ( I a 6 I I {I --I F- �- 1 _I_ I f_ I I_ f _I_ I I_� 1 {q 5 4 65 66 67 68 69 76 75 741 73 SE 3 ( ( { I { { ( { { { ( { 1 1 J �LJ_LJ_L�_LJ_LJ 3 MH #19 MH #12 CO #1 CANDIA AVENUE / l(� { { q m 1 = 200 MH X18 SABUGO COURT \ I " , 2 W �T I--T-r-�- r-l-�j i^�� { Iq C72 71 70 NOT A PART ( SUMP 1 q 1 CO d1 E78 79 60 81 82 83 84 1 N ( I ( ( _ _ CB #9 I - - EAST PANAMA LANE SDMH #11 1 EAST PANAMA LANE LEGEND MH SEWER MANHOLE SDMH STORM DRAIN MANHOLE CO CLEANOUT CB CATCH BASIN PLAN NOTES 1. R/W ON PLANS INDICATE PROPOSED RIGHT-OF-WAY 2. DEPRESSED FLOWUNES AT ALL CATCH BASINS ARE 2" (0.17') BELOW NORMAL FLOWLINE. Ld z J Q LL 0 0 Of GROUND --� 2"x4"x12" REDWOOD STAKE, - 14 GAUGE WIRE PLUG SEWER LATERAL' SEWER LATERAL MARKER DETAIL N.T.S. MANDREL TABLE �nOMINAL DIAMETER MANDREL DIAMETER 6" 5.47" 8" 7.27" 10" 9.07" 1.3.2.2 PRESSURE TEST PRIOR TO FiNAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AiR TEST METHOD (UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT). SHEET INDEX SHEET � 1. TITLE 2. PIZARRO STREET SW -4 ESTAVEZ STREET SW -5 AJOONI COURT 3. CORREGIDORA AVENUE SW -7 EAST PANAMA LANE 4. SALAZAR AVENUE S-9 CANDIA AVENUE 5. CHAPULTEPEC AVENUE Backfill h pipe zone compacted TREVINO COURT 6. GARBER WAY Backfill material within the pipe AGAM COURT zone to conform to notes 1, 2 SABUGO COURT 7. ARLITOS STREET ** For public utilities , construction JALPAN AVENUE CiTY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. DESCRIPTION � SW -1 SEWER LATERAL MARKER SW -3 PAVEMENT PATCHES SW -4 MANHOLE TYPE "A" SW -5 FRAMES & COVERS SW -6 6" CLEANOUT SW -7 HOUSE CONNECTION ST -22 TRENCH BACKFILL & COMPACTION S-9 STANDARD DRAINAGE BASIN S-10 STANDARD CHAiN LiNK FENCE EAST PACHECO ROAD W 04 EAST FAIRVIEW ROAD ",T 6865-2&3 EAST PANAMA LANE VICINITY MAP N.T.S. C.* N0. 17564 OL Cl Y�11_ 'F CAL STORM DRAIN ESTIMATED OUANTffIES STORM DRAIN MANHOLE 18" R.C.P. STORM DRAIN CATCH BAS iN ,Pavement Backfill compacted to 95% relative compacUon tit roadway areas from 3.0' � (0.9m) beywrd back of curb, exdudnng TAMPING dl but the outer LO' (030) of the DIMENSION median areas; and in alleys, within OR SLURRY the existing, accepted roadway 1.0'(0.30) wider improvements -- -- Backtill compacted to 907. relative both sides compaction do all other areas 1.0'(0.30) wider 6.0" (a i5m) wider to 2.0' 0.60 both sides l Backfill h pipe zone compacted L5'(0.45m) wider to 90% relative compaction. I Sae Tai Backfill material within the pipe both sides zone to conform to notes 1, 2 _ and 3. ** For public utilities , construction requirements as per the Public Utr7ities C"mission General Orders 6.0" (0.150 Bedding Ma wial for- R.A7ble Py've as per ASIM D 2321 NOTES., 1. Backtil for Rigid Pine Backfill material within the pipe zone shall be Gee of deleterious rnatarial and shall have a Sand Equivalent of not less than 20 and shall cw1hmi to the following grading Sieve Size Percentage passhng 3/4' (20nm) 100 Nva.4 Z-100 90.30 20-100 Anis backfill material shall be placed in not to exceed one foot (1.0' loose)(0.30) la}w4 simultaneoudy on each side of the pipe in suck a manner as not to damage or disturb the pipe on its alignment and grade: Each /o)w shat/ be thoroughly comp- acted by mechanical tamping. Back9l materid shill be properly compacted to sprrnglwe prior to proceeding. 2. Badklill for flexible pipe: Pipe and fittings shall be installed in accordance with the currant ASTM specification D-2321. Only Glass 1 and # embedment mate als within the pipe zone will be considered suitable. i (thin the pipe zone, water flooding and letting shall not be used for backh7l compaction for flexible pine The bedding and hounchfng stall be hand placed to the Spring line of the pipe and properly compacted For sewer .,Mains; Glass I bedding is requGed for bedding and hounching Care shall be taken not to dislocate the pipe The remaining backill in the pipe zone shall be hand placed and compacted M lifts not to exceed 6.0' (0.150) thickness Backfill material shall be properly compacted to springline prior to procWh7g. 3. Backfill materiel above the pipe zone sndl be Gee of deleterious material and lumps or stones exceeding 4.0' (75mm) in greatest dimension and sthal be placed in not to exceed one foot (1.0' /base) (0.3m) layers and each la)w shall be thoroughly compacted by mechanical tamping Fxnis► Grade +� Depth varies depending an the streef's Traffic Index (T.l.). See Toble 'B" below *Street TABLE T" Zone WAFRC INDEX DEP771 _ J0 - 5.0 L2' (030) 55-6.5 LY (0.450) 7.0 - do 2.0' (0.6m) $5 OR MORE 2.5' (0750) i i Bafcldl compacted to 90% relative compacfior Upper limit of pipe zone shall be 1.0' (0.30) above top of poe belt or the outside diometer of plain end pipe Haunching `P4he or conduit 4. Testing of backfill materiels shill be ur accordance with the tests listed in section 6-3.01 of the Standard S/hedficotions, (or ASTM D1557, Method 'C7 for trench width greater than 1.0'(03n) If trench width 1$ less dram 1.0' (0.30), backfill with 2 sack slurry. 5 Campoctra► tests will be requked and shill be the respons- ,b# ty of the Developer / Subdivider / Contractor. Are number and location of the tests shdi be defermkned by the City Engines* Are tests shill be in accordance with the tests listed In Section 6-J01 of the Standard Specikatians; (or ASTM D1557, Method 10. 6. Each kryrr of backs md&W shill meet the campoc&n, sand equivalent and gradation requirements before the next ia)er is placed 7. For pavement patches within paved areas; see standard draweng ST -12 in this design maraud. TABLE 'A' The foliowin shall apply for trench widths: PIPE WIDTH IN GREATEST TAMPING GLASS l BEDDING DIMENSION EA OR SLURRY 1.0'(0? 3m) or less 1.0'(0.30) wider 4.0' (75mm) wider 1580 both sides both sides P 1.0'(0.30) wider 6.0" (a i5m) wider to 2.0' 0.60 both sides both sides LF L5'(0.45m) wider 1.0(0.3m) wider 2.0'(0.6m) or m7both sides both sides FILENAME, ST-13WV DATE e STANDARD MAWN cu TRENCH BACKFILL cwcm AND COMPACTION Sca.E:"' SHAW REQUIREMENTS N.T.S. SHEET NEt CIY � ST -22 My PUN -IC WORKS DEPARTMENT _ APPROVED BY I I IL � 1-7 PUBLIC WORKS DIRECTOR: NICOLAS FIDLER R.C.E. 61069 DATE REVIEWED BY ASST. PUBLIC WORKS DIRECTOR ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUC CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PHASE 2 PHASE 3 TOTAL 1 EA 3 EA 4 EA 397 LF 1227 LF 1624 LF 3 EA 3 EA BENCH MARK USED TOP Of CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF EAST PANAMA LANE AND SOUTH UNION AVENUE ELEV. = 361.36 U.S.G.S. BENCH MARK SET NE CORNER CONCRETE ENCASEMENT CSD INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. BASIS OF BEARINGS THE BEARINGS OF N89'31'28"W FOR THE C/L OF EAST PANAMA LANE PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103 l.Z- 0��� 041 , 3 SEWER ESTIMATED QUANTITIES SEWER MANHOLE CLEANOUT 8" SEWER MAIN 6" SEWER MAiN 4" SEWER LATERAL PHASE 2 PHASE 3 TOTAL 10 EA 12 EA 22 EA 3 EA 2 EA 5 EA 1580 LF 1684 LF 3264 LF 834 LF 1093 LF 1927 LF 2862 LF 2817 LF 5679 LF TRACT NO. 6885 PHASES 2 & 3 -1 O ON-- G-5- CIVIL YDRAUUCS SEWER & STORM DRAIN PLANS CIVIL OUkDATTI N = EXHIBIT "E ENGINEERS FOUNDATTioNS ReAwd DELMARTER AND ASSOC. DATE- 3-10-16 Date BY 2o1s WEST PHONE327-1486 FAX27--1145 • CA 53301 �. 14091 B -_ iallo PLNN+iNc' SURVEYORS DRWG BY J.K.D OLAND'LEVELING: APM CITY RECORDS NUMBER H DRAWM R_F_ GATEWAY M NARTER 6 ASSDC DELNARTER L ASSN w z w > w Q w U W > W n JLo Q > N F_ N Qd W W � 7 N W W QW �— N (� Ui Q Q if) � N= W W Q Q w Q Q Q _j �' (l} (� � � � � 28 � 27 26 � _ _ Q W Q Q nn t� 10 9 8 7 a�. �' = = 18 17 16 15e� 5' + d7+6O_OO LL .O� 0- ci OD M O N °�\\ OD + ! + M + RAN + ��� ( + M y� IR/w � tx� RRO STREET o ESTAVEZ STREET 1+45.00 hO2+80.00 to 4+05.00 F 00) a h� I o2 i00I0028'32"E 3+00 54.23174 42 4045RT. �7 8+00 N0028'32"E9+00 9+80.00 h'T 0+00 0+30.00 1+00 N00'28'32"E 2+00 220.00 25 _ I iAJOONI COURT6�.n ���oh G 8+03.00 o MH 0 0+43.00 0 N I 04 s I #� to <n N N M O i N to � m R/W ,o ,� d / �# n N + + AjR, M rn �J o /� I a R/W C-4 i ± N N M ?9'�P r- r- 000 rn /pis I to Os °0 a�z. 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