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HomeMy WebLinkAbout1839 q GENERAL NOTES MIDDLEBURY TRACT RUTLAND 14496 GLEN RIDGE BENCH MARK N0. 148--6 COURT COURT COURT STREET CONSTRUCTION NOTES QUANTITIES AT THE N.E.C. HIGH LAND AND ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO ETIWANDA AVENUES 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- i 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE102,076 SF HIGHLAND AVE., 24' E. OF CL 1. CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL ETIWANDA AVE. AT THE N.W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 3 36 1A CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE 17,342 SF OF DRAIN DROP SE BOX FOR SHEET 2 36 � � 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 DRAIN CULVERT, SET STD. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, � 6,001 LF BRASS DISK. ELEV. 1432.612 VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR _ - --- -- 2, IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, "- - 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 Al- - ------- - -- - 14 EA REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF r� 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 29,788 SF RANCHO CUCAMONGA. 2 I STORM DRAIN 5 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD PLAN 106-B 1 EA (852 SF) ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 47 47 46 45 44 43 6 MODIFY AND ADJUST MANHOLE GRADE (SEINER & STORM DRAIN MH) SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SHEET 7 15 EA 3, DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 10 EA ON THESE PLANS. 'p �/� 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 10 EA A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 33 34 36 37 38 39 40 41 42 1 * 9 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 24 EA 4. OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) 29 EA 11 REMOVE EXISTING WOOD BARRICADE ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL I I 3 � BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE _- I 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101 (WIDTH PER PLAN, X=3') - 5,224 SF 5, ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE SHEET 3 32 - CICSTonIE - - - DRIVE - - REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I 13 INSTALL STREET TREES PER NOTES AND LEGEND SHOWN ON SHEET 1 86 EA ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS M I I 14 INSTALL TRAFFIC SIGN PER PLAN 14 EA SHALL BE CONSTRUCTED PRIOR TO PAVING. STORM DRAIN 31 30 28 27 26 25 24 23 22 15 PAINT STOP PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 7 EA 6. SHEET 6 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-8 10 EA COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL i GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 17 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131-A TO THp 3 EA 7 CITY AENG NEER AFOR APPROVAL PRIOR TO THEWRITTEN REPRT WITH PLACEMENTOFT OIONFEBASE STS SMATERIALS AND/ORHALL BE S RFACENG. ZO 21 03 12 1'1 10 9 8 7 � 18 INSTALL TUBULAR STEEL FENCE AND GATE WITH LOCK PER CITY OF RANCHO CUCAMONGA STD PLAN 608. LOCATE AT ADJACENT SIDEYARD END OF WALL. FENCE SHALL NOT BE CONNECTED TO SIDEYARD WALL. 1 EA AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. I * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND - 8• GRADATION OF ASPHALT PAVING. 19I 6 STORM DRAIN CONSTRUCTION NOTES PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY SHEET 4 tfrM A - - --- DRIVE ---- P 30 CONSTRUCT 30" RCP (D-LOAD AS SHOWN ON PLAN) 594 LF ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE 9, ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 18 - 5 31 CONSTRUCT 24" RCP (D-LOAD AS SHOWN ON PLAN) 485 LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO 32 CONSTRUCT 18" RCP (D-LOAD AS SHOWN ON PLAN) 368 LF DETERMINE STRUCTURAL SECTIONS. 4 1 2 3 4 33 REMOVE EXISTING BULKHEAD AND JOIN EXISTING 36' RCP 17 1 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 34 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD PLAN 331 THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- I (SEE PLAN FOR A & C) 5 EA GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A --- -- - ------ QUALITY BETTER THAN THE NATIVE MATERIAL. 35------- - -- --- CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER STD PLAN NO. 318 3 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY L - 36 CONSTRUCT MANHOLE NO. 4 PER STD PLAN 321 THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S SHEET 5 SHEET 5 (SEE PLAN FOR AC & ELEV R & S) 1 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 37 INSTALL TIMBER BULKHEAD PER DETAIL ON SHEET 6 1 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES TRACT 14496-1 BEFORE SPECIFICALLY LISTED NG �INBTHE ESTIMATE ID. ANY M OFF QUANTITIES WORK Q SHALL BE CONSIDERED AS WHICHUIRED BY THESE PLANS INCLUDEDININDEX MAP PROJECT THE OTHER ITEMS OF WORK. „ , SITE w�+ STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING SIZE QTY SCALE: 1 =125 SPACE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED �g ! - CENTERLINE PRUNUS AT EACH INTERSECTION SOUTH NORTH T I CURB AND GUTTER RICHFIELD DRIVE gLIREIANA NCN 3' 20' OC 15 GAL 18 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE R/W R/W avffm srIUr SIDEWALK BLACKSTONE CERCIS WESTERN CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 3' 20' OC 15 GAL 35 OCCIDENTALIS REDBUD REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 66 - - RIGHT OF WAY DRIVE 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, 11 44 11 O STREET TREES MOUNTAIN ASH LAGERSTROEMIA LAVENDER THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 0.5' 4' 6' 4' 0.5' COURT INDICA CRAPE MYRTLE 3' 20' OC 15 GAL 27 I "'L"ND ""DW FS FINISHED SURFACE MUSKOGEE , 11 MAGNOLIA 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ?' 2% 2% 2% 2% � 2. ;�; " FL FINISHED SURFACE ALVARADO PLACE GRANDIFLORA NCN 3' 20' OC 15 GAL 6 GENERAL TELEPHONE COMCAST 2 n ter ' y_ --�- _77771 2.� TC FINISHED SURFACE "ST MARY" 585 NORTH MOUNTAIN AVENUE 1205 DUPONT ST. L= FINISHED SURFACE UPLAND, CALIFORNIA 91786 ONTARIO CA 91762 ' - ; 1-800-482-6711 (909) 983-9895 4 2 0 1A 2 4 �1 .� (PORTION OF RED HILL) WATER6 PUE PUBLIC UTILITY EASEMENT SWE SIDEWALK EASEMENT SOUTHERN CALIFORNIA GAS COMPANY CHARTER COMMUNICATIONS SEWER CONSTRUCTION NOTES FOR STREET TREES: 216 N. EUCLID AVENUE 6680 VIEW PARK COURT 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. ONTARIO, CA 91762 RIVERSIDE, CA. 92503 1-800-427-2200 RES. CONSTRUCTION DEPT. ALVARADO PLACE, BLACKSTONE DRIVE STATION 16+54.78 TO STATION 18+09.82, 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 1-800-427-2000 COMM. C/O STUART KING AND RICHFIELD DRIVE STATION 16+1531 TO STATION 18+0608 FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY . . (909) 343-5165 VICINITY MAP REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. N.T.S. NOT TO SCALE CUCAMONGA COUNTY WATER DISTRICT T.I.=6, R=70 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 9641 SAN BERNARDINO ROAD DMSION. RANCHO CUCAMONGA, CA 91730 (909) 987-2591 SOUTH NORTH 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. OR OR PRIVATE 'S NOTICE TO CONTRACTOR R/W I RR//WT EXISTING SURVEY MONUMENTATION - 50' 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 5 7 36'� 7 5 RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS PUEPUE WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS S�0 LAMG 5�9� CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 1' 2' 2' 6' 2' 2' 1' ��► K � Fj GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 1 2, SwE SWE v �P4 TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. ; 2% 1.7% 1.7% 2% DATED /2 'ivy""�-`� J - 5820 7. ;3= ?. MARK WARE - L.S. NO. 5820 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION - ;If Exp. PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 4 2 0 1 b 4 -` ' PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO WATER O CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY F OF C AIF OR' NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD SEWER SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN TYPICAL SECTION TO THE CITY. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR MOUNTAIN ASH COURT PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN BLACKSTONE DRIVE STATION 10+00.00 TO STATION 16+54.78 THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED N.T.S. PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE UNDERGROUND STRUCTURES T.I.=S, R=70 PROVIDED TO THE CITY. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER CITY OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED DESCRIPTION OF REVISION DATE APPROVED: WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO RAW R/W EAST WEST CITY OF RANCHO CUCAMONGA AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY I R/W I R/W DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 50' 50' STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 7' 36' 7' 7' 36' 7 S' PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR TRACT 14496-1 SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE 0.5' 6.5' 6' 6.5' 0.5' PUE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 2.1 1, 1. 21 2 t 0;5 6.5 6 2 WE , z., STREET IMPROVEMENT AND SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT - -� 2% 1.7% t.7% 2% -' 2% 2% r STORM DRAIN PLANS - �1 1 ip SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF -- _> 3 2 , z �, y z TITLE SHEET THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4 2 Q 01 2 4 - ' 4 2 1 2 4 pF ESS APPROVED BY: DATE: _ - Underground Service Alert WATER O WATER P� 0 CITY ENGINEER RCE: 49 3 OEVORE Y SEWER SEWER ��O�pNp J. q�l `F DESIGN d BY Cal. TOL FREE TYPICAL SECTION �`� Q -7 �0 ALLARD ENGINEERING REC,O/ 0 _ TYPICAL SECTION RICHFIELD DRIVE STATION 10+00.00 TO STATION 16+15.31 � No. 36052 Z DBW Ct„I Eupwring iia Surmtng land Nwhi' v 1-8W PROSPECT PLACE m � Avenue 111 N.T.S. � 6 30 2004 � DRAWN >'�. U'� � SHEET N.T.S. T.L=5, R=70 Exp. �� � W)3%-1815 F�ts�s��s I�ss 227-2600 CGR ) �/ c- 1 OF 7 T.I.=S, R=7O ��"9lF I V L�F \P CHECKED 6052 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG OF RAYMOND J. ALLARD R.C.E. 30/0 CA CITY (� �.�"- OZ EXPIRES 6/30/04 I DATE PROJECT SHEET NO. 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PCC 1770.20 TC M 10+89.18 ECR 1_.:,, ..... oe� N 41;TC ` } r r Y77 cp 1769.70 FL � _. - ,, � 1770.79 TC , .+._�'_._� , ' ,"� �, .63{ T INC! , --� 770 - . 1=.29 FL . ., 177 .60 TC _ r,..,..,.___ InJ....,..i_.: .-- p__...{ �.., }+h -11 _+..� ,^'_ T •.f-- .+" tT-,-,..a....-. :.►. ,. i. } ECR cJ+ N� ,. 1 , N 1768.50 TC I ►' BCR t 1 +8�:18i BCS r t _10+89.18 ECI2 1768.00 FL 1, P770.20 TC' i' 177 ,79 TCS �� 1772.35 TC \P �` �' o� °o �`° t, ��• 1771.85 FL n TCS _ r 177 .04,TC CA:) 1760.0 � 11+17.44 GB ___ + mO �, , w Iw �'' fNO r; �\D 68 c,+ I I 177Q1 TC 0 • � N f 7 53 TC I 177 40' (jQ] CJ1 -- _._ ._....._ _._ .....__...�.®..._ ._-t_...-. c_n a, - --------- --- 76�A4 TC 11+35.441 p, 177 1.84 TC = n o S00'35+"W ' ! 00 S00 35 57'1N = n - . ttfiTf €CT1pM a t 3 1 rn - - - - - - - 0 <_ ++_ - r- � ,-, ,, � - ___._ _. .__.._.._.._.._.r<,.,._. _.__ ,__. .__..__�_ - � .:_._ .._.:_. ,,h1- . ..1,_:i _.. .:_ _.. 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STREET LIGHT S t co- 13+50.96 f P` j DRIVEWAY } I I I I 1 • __ _. 4/Ll I �. ..1.. 14+01.44 ►-` • DRIVEWAY 1767 46 TC 1767 46 TC D D - - • r _., _1. _ .1.yµ ;._:t-`..:. _r:._ a _ } .1_ ..,. r t :.. r:._ _: _ _ VV VV N 14+38.28CD N N _ 'a _,. _ _.. I DRIVEWAY � ,- ,..�_-, � f • ; , o g - : °4r rt "fi , 14+75.87 S 4- DRIVEWAY , - - f f _ v n D 14+95.54 � ' o STREET LIGHTcl� , , I co cn N 0 _ r OpBVC 1'!5+qq. B1�C .'., . -. 15+OQi00 O N _ _� 15+00: f o w Iv 1766.30 TCS. 1756.3 FS17 38 TC, • I o cn o o 15+14.71 �, + + r,. .. �. O cyl W - co DRIVEWAY .1.5425 Ofl 15+25 :. 176.6..09 F 1,766.09.TG - , , �too - _ . 1: _' 0:00 n n 1�+54.00 ,., .�� . 15+5 � � +-..,-. 15+50.t� 15+60.70 $_. 0 0 0 o c a, ,. 1765 74 T u, ; 1765.71 I=S �,, 1765,74 TC crn - o O O o < w DRIVEWAY r _ .:.,. t ,. ;�. ._,_ i C I r. 17653 T . _: .._ �". .. 17 F� .,. ,. 1765 35 TC, : . N w w 15+95 78 - cD N ►--► 16 00 0 C 16+00.0 16+00 DRIVEWAY ' \ i 1764.;9 1764 8 FS \ 1764,90 TC - _ co 16+35.87 { DRIVEWAY v oo N 16+54.78 16+54.78 0 ao 1763.87 TC o 1763.87 TC 16+ Gg . O _ N I 1763.37 FL _ ,... .� +��__,. 1763.37 FL f 54,78 16+54 7$ G _ _ o / 1 1 RtGtE POI r- AN�GL�'FiOtNT _ 5Q.04 Al I � _ 6�.,. ' _ <��� 16+56.11 1 163,$7 � f l 3 F8 �„ .$7 16+71.82 IV STREET LIGHT , DRIVEWAY 7 3 F t I I 1 a 16+80.11 ��: 6�.4 DRIVEWAY ^' i..�-_ _ ..+ - g �_..1 +04.0 , '' N 4 ' 0 G8 17+00. I� 1 �+00.00; 1 17+35.15 1762.85 TL I I .�•I f I I+� 17+35.15 l 1761.90 TC �' i ^' , 1761.40 FL +25:00- - 1761.90 TC , '� 1 +3515 GB; t7 17+ 5.15 G 17+61 84 i ....s �_} ._ �. . , �._.. _ 6x.22,F :_ 44 .� 1761.40 FL N - I r _ rn - o DRIVEWAY _: .,. .i . .+..._.,.... .,.,.:_.,...:_ 7:619U.TG ,._ :1761,.901.TCt.,, 17 17+50.81 n - 17+50.Oq GB-BVC t I' 0+50.00` X17+50.00 GB-4'VC' R2 (25 MPH) l..a i ».. .,. .... p /� `ti DRIVEWAY �' N 117 FS 1761 48 TC N � 6 , �, }. �< .•._ SII r.,_. ; _d �� E_; . _ :...., - �.I� 11 . . ._ �,�'..:-. , J _ N � 18+09.82 ECR I �' o I :17+80.47 i' 18+11.34 BCR - 3 3 �; . + r + - ;1760:68 TC END CONSTRUCTION 11' 22' 760 48 TC o t' I ; END CONSTRUCTION 22 1760.05 TC .I .. d .;, „ . , 5' ,�� O 1759.29 TC 1759.55 FL� �-► iv I co .R ' + , z x 1758.79 FL 3 ,_ STREET LIGHT - FEND CONSTRUCTION ECR = - - ;_, ;.:,. � _.,. ;. F5 . 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