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HomeMy WebLinkAbout1612 -Gh"w"NE'RAL NOr"ES INE THE klop%;l=r, v, 000F RANG011'u" (DURODAMUNuA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 m �.j A L - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLETRAC"lp� MArl�% Nlkm0m 15m/olm9l AND lAOIZ11 0I-w-w FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS, , MARK- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER mENmmlpm rwm%LAN& lS SET 2" BRASS DISC IN CONCRETE CURB STAMPED ETERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHTSmml�REtw�="T "CITY OF RANCHO CUCAMONGA 10 ' -OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 054 1987' o"v"EML AT NORTHEAST CORNER OF BASELINE AND MILLIKEN SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE AVENUE, AT WEST END OF CATCH BASIN. CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE wAVODRUFF PROJECT SHOWN ON THESE PLANS. HIGHLAND AV. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 19 TH ST. WAYYON DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO VICTORIA AVENUEHIGHLAND CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PARK BASELINE AV. a. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES w SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE 4 ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE Z W REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I a 14 FOOTHILL AV. o is 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Q 16 12 z Y 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL J GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 10 CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE COMMUNITY FACILITY CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. VICINITY MAP (FUTURE CHURCH) 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY N.T.S. 10 ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. CONSTRUCTION NOTES QUANTITIES 19 CONSTRUCT 3" A.C. PAVEMENT OVER 4' CRUSHED AGGREGATE 70800 SF 20 D 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO � s (`��--::// BASE. THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONSTRUCT 6" CURB 8c GUTTER PER CITY STD. N0. 104 A2-6 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN 8 4400 LF TO DETERMINE STRUCTURAL SECTIONS PRIOR TO FINAL PLAN APPROVAL). P.M. 12263 CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 101 -A 17600 SF 22 7 (NON-CONTIGUOUS) 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY CONSTRUCT P.C.0 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE s CROSS GUTTER AND SPANDREL PER CITY 3 EA ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE TRACT 5797 STD. NO. 106-A GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ,i ` �c� CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. NO. 102 8 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT ' 2 --=_�-`'---�,.��� ,,�. 4 6 CONSTRUCT DRIVE APPROACH PER CITY STD. NO 01 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED . 101-A 61 EA AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO 3 --_. '�-- (W=16', UNLESS INDICATED OTHERWISE) PAVI N G. 4 3 ,�- s . INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR 17 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE CITY ENGINEER ONLY FOR THE CONVENIENCE 6 7 8 2 AND COORDINATED BY DEVELOPER. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION INSTALL STREET NAME, SIGN PER CITY STD NO. 401 -A 5 EA QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 9 1 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDEREDTRA -•� TRACT 13440 ADJUST EXISTING WATER VALVE TO GRADE 10 EA AS INCLUDED IN THE OTHER ITEMS OF WORK. 16 n I ' 10 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE �' ADJUST EXISTING SEWER MANHOLE TO GRADE 10 EA CONSTRUCTED AT EACH INTERSECTION. 21 >z 11 RELOCATE EXISTING STREET LIGHT AS INDICATED 1 EA e 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ``�1---. -- 12 REMOVE EXISTING CURB AND GUTTER AS INDICATED 90 -LF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON --. _ ,r REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY `' `` -- 13 CONSTRUCT 8" TO 6" CURB W/24" GUTTER TRANSITION 86 LF ENGINEER FOR APPROVAL. THIS PROJECT WILL DISRUPT EXISTING LANDSCAPE AND IRRIGATION 23 34 PER CITY STD. NO. 104, A2-8 OR 6 MAINTENANCE AREAS. PRIOR TO CONSTRUCTION, A JOINT Q2414CONSTRUCT 8" TO 6" CURB ONLY TRANSITION PER 83 LF 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY �`, INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS `' 25 CONDITION SHALL OCCUR WITH THE CONTRACTOR, CITY INSPECTOR CITY STD. NO. 104 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, THE 33 CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR 15 INSTALL R1 STOP SIGN, LIMIT LINE c4c STOP LEGEND 4 EA INSPECTOR. 2728 29 , MAINTENANCEPER CITY STANDARDS. OF THE EXISTING LANDSCAPING AREAS AS SO 16 INSTALL W53 SIGN W/ POST PER CITY STDS. 2 EA. 17. CONTACT ALL UTILITY COMPANIES AND UNDERGROUND ALERT AT 1 -800-277-2600, AS '�~�.. DOCUMENTED. THE EXISTING AREAS IRRIGATION SYSTEM SHALL BE 31 RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE O � `�` To THE SATISFACTION OF THE CITY ENGINEER. A FOLLOW-UP FOLLOWING: ''~ - -- ~- 32 INSPECTION OF THE EXISTING AREAS CONDITION IS REQUIRED PRIOR 17 PLANT STREET TREE PER NOTES AND LEGEND HEREON 59 EA A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE TO THE CITY'S ACCEPTANCE. AFTER SAID FOLLOW-UP INSPECTION' W ` P.O. BIN 638 TELEPHONE: (909) 987-2591 THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR 18 REMOVE EXISTING SIDEWALK AS INDICATED y �'� -- -- �- AN. ADDITIONAL 90 DAYS MINIMUM THEREAFTER TO VERIFY 95 LF RANCHO CUCAMONGA, CA. 91730-0638 EX ESTABLISHMENT OF ANY NEW PLANT MATERIALS. AFTER WHICH A 1 ' COA151,06T CUR SIDE' 40Cr41 00 ,PEA C17Y S . 107'-° t , B. SOUTHERN CALIFORNIA EDISON ATTENTION: INSPECTION WILL OCCUR PRIOR TO THE CITY ASSUMING ZQ /NSTj4LL STREET ES PER PLAY AND LEG p/N®fE R T9 T E 14 OAI NAL STEWART �I KENYON PARK "--- `1` 11��� MAINTENANCE RESPONSIBILITY. AT NO POINT IS THE CONSTRUCTION 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 I '~� CONTRACTOR ALLOWED ACCESS TO ANY CITY IRRIGATION OTICE TO CONTRACTORS FONTANA, CA. 92336 CONTROLLER CABINET WITHOUT A REPRESENTATIVE OF THE CITY BEING PRESENT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER INDEX MAP STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR SAN DIMAS, CA. 91773 (800) 427-2000 COMM. SCALE 1"=100' IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE D. GENERAL TELEPHONE BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (800)483-3000 NG! NORTH WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, UPLAND, CA 91786 ZA 30, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED SHEET INDEX St R/W 150' R/W UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S SOUTH NORM RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY 1 . TITLE SHEET 15' 4' 7' 18' 18° 7' 4' 18' R/W COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND 124` RAW SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (W2 WORKING DAYS PRIOR TO BUILDING SETBACK , DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 2. STREET IMPROVEMENTS - COTTON CLOUD DRIVE BUILDING SETBACK 41 _$_ 83' VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. (SWK. (SINK. 3. STREET IMPROVEMENTS - PORTION OF AUTUMN GLEN COURT ESMT.) I 19' 22' 26' 50' • ESMT.) 6' BLOCK wALL 5' THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 4. STREET IMPROVEMENTS - FALLINGSTAR COURT ) •S ?. (PRIVATE) PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE 0 THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 1 2% DETAILS AND DIMENSIONS SHOWN ON THE PLANS WILL EQUAL THE E 5. STREET IMPROVEMENTS - PORTION OF AUTUMN GLEN COURT 2% 2% EXISTING --� , Q ESTIMATED QUANTITIES. --[�- LEVEL LINE � ��� L CONIC. SIDEWALK THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 6. STRIPING AND SIGNING PLAN '.7 EXISTING AC DIKE (EXISTING) CONVENIENCE OFTHE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION CONC. CURB AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A CONSTRUCTION T TREES 2 6' CURB & GUTTER _ SIDEWALK3 6ENA FD T & GUTTER BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS 1 . ALL STREET TRESS SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND MIN. ON HIGHLAND AVENUE NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS SPECIFICATIONS, AS PROXIMITY- TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE I $T �' uA WNC'At IAF COMMON NAME SPACE" P CjN IINCLUDED IN THE OTHER ITEMS OF"WORK. PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE TYPICAL SECTION COTTON CLOUD »MuS CALLW%M4CRA PE MIRTL E N.T.S. FACE OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED. N.T.S. DR l F -r• CONSTRUCT 5/DEu/ALK CuR s)DF ,DRAIN INSTALL T, jk7 rRE" r (COT70AI CL o0.o III a UC7 M0 D I Y IMPRoVEEMENir 14 G. I Z F C.TtI L TY I c �. sr�eou ,boa Ag 7 bob W 0 •000 4 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SUITABILITY/FERTILITY �� Al�o fo Flqu� 1N AGGORpA WItN Ctry srgNpA u . c-ra Igo / ILITY R ID c'OMMEOCEMEYrOF PLANANey ANA690 6mC so ArfoeT smAa Rigu e m cnY HIIIISHL.Ar4D AvF- . DESCRIPTION O REVISION CITY INSPE . ANY twuSUAL. rome It Ink ANngtE J?�fIGIL�JJG Y kFILL SviC./}M ]^��� DATE APPROVED SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES AEIN E 07Y1N r OR. FESS/0 OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED ft 17REIST'► Su EG7TD tNSP 4CCARIAMEV w ir,"ME006 PSIADMENT. "` BY THE CITY INSPECTOR. 57MT lREES ARE TO 9F,ftNJW PR PUS4C1M oY ANS awy. UITT Ps 0 F r R A N Com k H11 Ue% &C% U C A M Oft N Gk A WEST EAST u =124 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING R/W 62 R/W KENYON WAY: „} TRACT MAP . 15797-1 AND 15797 { DIVISION. (SEE L.M.D. PLANS) NORTH SOUTH 1 w NO. 531 L.M;p.RW _ 62' R/W 30' 32' (SEE L.M.D. PLANS) • LOT �,B" Exp. LOT B' k TITLE SHE E T 4. STREET- TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 6'-10' 6' LOCK ALL 32' 30' 12' 18' 22' 10' 4' �\/`�,. ate f` IS T rR E E T IM P R 0% V E M E N" 'T P L A N' S STREET TREE LEGENDPRIVATE 6° BLOCK WALL L®F PAD 14' 18' 18' 12' (PRIVATE) SYMBOL STREET BOTANICAL/COMMON NAME QTY. SPACING SIZE 4' m®x 4, 4' S' , NAME 4 APPROVED BY: a DATE: ` (�(� ('} ('� PYRUS CALLERYANA 'BRADFORD' 11 20' 15 GAL 3:1 MA 2% CITY ENGINEER '`F 'd e :.`.. RGE No, 24953 COTTON CLOUD DR. ke.r BRADFORD PEAR EXISTING EXISTING1-111, PAD Q�OFESSIp DESIGNED BY. % RECOMMENDED: SOPHC}RA CONC. SIDEWALK -� "` CONC. SIDEWALK-/ p �U � AE rml FALLINGSTAR CT. JAPONICA 15 30' 15 GAL. EXISTING EXISTING EXISTINGBB A 0� ���tCa �f'�j ?Gi JAPANESE PAGODA TREE CONIC. CURB CONI. CURB CONC. CURB �, B RAC HYC H ITO N AC ER I FO LI U S AND GUTTER & GUTTER & GUTTER � Na. 41983 `;a CIVIL ENGINEERING SURVEYING SHEET � DRAWN BY; AUTUMN GLEN CT. 33 3Q' 15 GAL. & SIDEWALK Exp. 3 31 00 937 SOUTH VIA LATA AUSTRALIAN FLAME TREE _1'�..._ �. TYPICALSUITE 500 OF TIALN.T.S. v^ N.T.S. �,� � LTO CA�AX 92324 9j�, CI1(11. E�� CHECKED BY; H. (9 9 :_ (909) 783-0108 DRAWING Na OF � /CITY S D. CUA4MIN R E 41983 DATE :\132000\13211\ENGINEER\STIMPlstsnt1.DWG 09/12/97 13:51 I I 1111--11-I_.-11­�_______�-------------,-�--,---------------,�-___ I . 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PAVEMENT OVER 4" CRUSHED AGGREGATE I BASE. � I %­/ j-j- ,,.� � � . CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104, A2-6 20 C'-0 IM IM U 1\1 IT Y `1\(-I I I T Y (D #-% rN r-% r� :) . C_ I . WuuuRu" FF PLACE &-2������ ( r U T U R K ,H u R,C,HI ) A(D CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 101-A !lro I (NON-CONTIGUOUS) K FIRE SEAV110E ANP ___,0T '12 TR:)_r1-%cCT 13279 A 1- . YDRAlvr PER'' Cwp- OR. / I (D CONSTRUCT P.C.0 CROSS GUTTER AND SPANDREL PER CITY 1.�j 04-37 1\1 ,A/ , _p , 19 STD. NO. 106-A _-_;r F Ln+ I \' ' WIN l___q / :2 z JL , A I >� or_ 0 1 7 ,i& & /1\ .%-j I . . "��$ 1 4z 0 0 a-w 1 20 20 20 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. NO. 102 EXIST. ST. LIGHT - I- I- k .3 , 2-0 20 zo 20 n20 2,0 20 ZO --"%% (a) � Cn z 'Zo -1 �1­1 N P/I t of V CaL 0�(D w < 5- ,;� % "� in N% NO 0 lz f%. W aq 100 7 N lei m STA. 14+65.85 ": w 0- ;�z k6 -at I s,b CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101-A FrO 8 tr� 7 tn 4 %O (�) 0 V_ * . U% ,v'. --\ fv IN T4 to f I ,_ JOIN EXIST. C&G, SWK I 0) tn n 0 F- 0 'C', %a m_ . � 4$ (W=16 , UNLESS INDICATED OTHERWISE) I (� ti ,Cb k �� ,tiiI to 00 m t.z 4 _1� (Up A �4 %-a* tr) 4 r- k C4 !� �Q %* * ml lq- %4 % "Z 0 ft 0 �. (V N r,�C'4 01-- Q rq 4- V. A 0 .�A ,;� -4 14 4 1 It4,- -4 T + .f. '. LO I% -L ui fr) At ,I*- m 41 11 " 12 't ri 0 �__ ev V_ I-_ INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR / ur- .= ev N 0&Ir 0-F ICZ1 1* to% 0 0(n /�� .1 I</ F -�o +0) to U-) k 0)�- 000 'IV, % Z� m a I & S��j 0 3 2.9 � 0)vi xr � -- ­*\ - _,4 - 1 N / AND COORDINATED BY DEVELOPER. OkQ � I :NrIl' +-1 a (Z o 6 0), .-/)- 16 4�, 9 1 7 1�z IT N (4 � i7l a I 44 In n tNI Ln /\ " 1 -4� (0 ro " 9 04 I ,-, � , CL INTERSECTION FL � .. ft%C (4 1� U-) . (n I �_ (O 1.1 + 4:�- -W INSTALL STREET NAME SIGN PER CITY STD NO. 401-A 9 4 I 1 C14 L I 9-1. LO LID % (�) 1+00.00 COTTON CLOUD DR.= 0) w 1 C4 R +co NO I---- � ...� D:f w u) Q 1�v .,N 01 14+23.54 WOODRUFF PLACE - . . 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