Loading...
HomeMy WebLinkAbout1572 BENCH MARK: I. All worts shall be done In accordance with the" plana, the City of CONSTRUCTION NOTES QUANTITY ` f I���'"� � 1-INCH ROUND HEAD BOLT STAMPED Rancho Cucamonga standards and the Standard SpeciflcatMna for _ _ •: ; . % •. S.B. CO. B.M. 01108 ON NLY. END OF Public Works Construction - current edition. Controctcw shall be • . • � THE E. CONC. CHAN. WALL BEING ON familiar with and sharll be re&ponsible fair adherence to there Standards i CONSTRUCT e' PCC C-W PER CITY SM #104 470 LF. 1 TITLE SHEET S. SIDE 1-15 FRWY do 1 MILE W. OF and SpecMcatlons. ETiWANDA AVENUE. CON2. All pipelines or substructures of any kind, telephone or power oleo, z WUMIAL PE��°A PIOIC��� auk 787.3 SY. 2 PLAN & PROFILE ELEVATION: 1160.11 f• r w p water meters, valves, fire hydrants, etc• aha wn or not shown on these pplans within the right - of - way limits or In adjacent areas, where CONSTRUCT 4' WE QIRMUW-AR SIDEWALK PER CITY STD. #114 2088 LF. • Improvemcrit work is to be done shall be removed, relocated, or protected 3 STRIPING & CHANNELIZATION I In place o s required at no coat to the City of Rancho Cu cam on g a 4 CONSTRUCT 5- AC OVER 9- CLASS I C.A.B. (MIN. SECTION) 1898 TON 3. Any Contractor performing work on this project shall famlliartze himself •• with the site and shall be solely responsible for any damage to extrtfing 6 REMOVE E)nMG AC s REPLACE PER NOTE O ABovE 1262 S.F. facilities resulting directly or Indirectly from his orerations, whether or �� 9- 9 not such faclittles are shown on there lams. a COLD PLANE FOR SMOOTH JOIN WiTH AC OVERLAY (0.107 MINIMUM 6054 S.F. h92 W o :•.. , '. P L� 4t A ermtt shall be obtained from the Cit of Rancho Cucamonga Engineering THESE PLAN SHEETS SUPERSEDE DRAWING g •� P Y 9 9 9 a a e &-REMOVE EXIST. DROP INLET k CONNECT PER DETAL ON SHT. 1 1 EA.D rior to on encrortment ochment or con. tructic n within Ctt of _ Department p Y y N0.1433, SHEETS 1 4 FOR DR 89-14 noesro � TOP of RIM Rancho Cucamonga eoseRlent or right-of-way. a •'. .. gN � (s7.00) -,:. FOOTHILL 8 CONSTRUCT CONCRETE COLLIR PER CITY STD. #329 1 EA. I BLVD. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stokes shall be set at all hinge points, edge of pavement points within 0.01 foot of (57.3) - S EXISTING r AC BERM TO BE REMOVED 127.5 L.F. - - e elevation n � I I - - sub ad o 0 and of not more than 50 foot intervals. Additional ,f'.. paving stakes may be required by City Engineer as needed at wraped or vertical curve areas. Im INSTALL STREET UGHT--9500 LUMEN HPSV INSTALLED BY v S•0�4 : (54.31) SCE. PAiD FOR dt COORDINATED BY DEVELOPER 3 EA. All sewer, water, electric ut I to r w 6. goo, hone, or other i itv to als, math, or EXISTING SURVEY MONUMENTATION r„N I 4 0 :. '�• z ARROW � ROUTE c I EXIST' OVERHEAD UTiUTiES EXCEPT FOR THE 68KV 54• W a a (ELEC.. • aro In shall be constructed prior o „a�... _ • 9 P t Pig• ELECTRICAL) SHALL BE UNDERGROUND & POLES RELOCATED 522 LF. I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF '•. : ' ' om C action tests I e is of embankment trench backfill a 7. P construction, camp stirg RECORD THAT COU DISTURBED U A LD BE Di RBED BY THIS PROJECT. ALL SAID MONUMENTS •• ;• original round and all sub-grades shall be performed at no cost to the Ci{ IZ INSTALL STREET TREES UQUIDAMBER STRYACIFLUA 'PALO ALTO r•. 9 9 9 P Y WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE AMERICAN SWEET GUM 15-GALLON PLACED 25 O.C.f Rancho Cucamonga. A written e w t ALL 6 EA. report with hese compaction tests shall be EXiST'G INLET STRUCTURE .:' 9 P P DISCRIBED AS FOLLOW.LL submitted to the City Engineer for approval prior to the placement of base 13 CONSTRUCT CATCH BAPER CITY STD. #300, INSTALL ESSION,Z PER CITY DRWG NO. 1444, �� SIN materials and/or surfacing. 2e RCP TT) THE WEST. 26'± AT RIGHT. CONNECT TO EX1ST'G Cf. SHT 30 OF 43 NONE t 24' R.C.P. PER CITY STD. #329 a DETAIL ON SHT. 1 1 EA.. 26 LF. �►E T�tp� IL At the completion of paving, a materials report shall be submitted to the o � 0 r City Engineer. Listing all tests or determinations completed to verify 14 CONSTRUCT UMITED ACCESS CURB PER CITY STD. fIo5-C 34 LF. � :: .::;•• : • •• �O• .; " � � atabflit op content and Gradation of asphalt Quin 8 No. r - 5 *100 Y eP paving. 16 *WALL RiVER WASHED GRANITE PER =o 9• Prior to installation of an paving, a materials report shall be submitted to �}' .. CITY SM.STD. 54 4 •'- City Engineer. Listing all tests or determinations completed to verify sieve- Z. CASE 1 260 � •- •� • � :•i � _ ' •'•�`� :." ' :,:: is. _ . analysis, sand equivalent,, and R-Value of sub rade material to determine final � 1 q DATE 04-22-1996 SIGNATURE-----. ---- ---- structural section of AC and Aggregate Base. CONSTRUCTION NOTES FOR STREET TREES 10• Paving shall be performed in accordance with R-Value and pavement tests �. :.:. taken to determine structural aectfiasna. 1. ALL STREET TREES TO BE PLACED IN ACCORDANCE WiTH CiTY STANDARDS. 11. When improvements are to be placed on native soil which consists of a STANDARDS. :'.: - EXISTING CONTOUR PROPOSED CONTOUR rocky material, the sub-grade shall be prepared by removing all rocks 2• ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO1= • (100) EXISTING ELEVATION which protrude above the sub-grade and all voids or depressions shall be CiTY STD. 502 OR 505 AS PROXIMITY TO HARDSCAPE DICTATES. 5• 100 PROPOSED ELEVATION filled with a fine grade material of a quality better than the native material. I RETAINING WALL 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AGRONOMIC 12. If the asphalt concrete is to be ploced on sub-grade, a soils sterilant registered SOILS REPORT SHALL BE FURNISHED TO THE CiTY INSPECTOR. ANY STEM WALL by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE r DEEP FOOTING manufacturer's recommended rate for the full pavement width prior to paving BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CiTY INSPECTOR. I - 0- �CUT LL UNE 13. Estimate of quantities is provided by the Engineer only for the convenience of 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE �'.' `II " ' } a R FF FINISHED FLOOR the developer, the contractor shall make his own determination of construction BY THE CITY ENGINEER. I•�i+'::'' FG FINISHED GRADE quantities before submitting a bid. Any item of work required by these plansI FS FINISHED SURFACE which is not specifically listed in the estimate of quantities shall be considered as 5. NO STREET TREES SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK ,. ` ' . R FL FLOW UNE IS CLOSER THAN THREE FEET (3 ) TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. ► :p �: ► W N L included in the other items of work. TC TOP OF CURB►' - TG TOP OF GRATE 14. Street signs per city of Rancho Cucamonga Standard Number 401 and 402 shall be constructed of each intersection. ;:.:: .: TW TOP OF WALL NOTE: _ INSTALL 26't LF. TF TOP OF FOOTING 15. Cit approval of lana does not relieve the developer *am 24" R.C.P.-2000 D INV. INVERT ELEVATION City pp p ap responsibility for the correction of error and omlWon discovered dumconstruction. Upon request, THE EXIST-G OVERHEAD UTILITIES (ELECTRICAL, EXCEPT FOR THE 66KV ELECTRICAL) GB GRADE BREAK the required plan revisions *hall be promptly submitted to the City Engineer for ON THE PROJECT SIDE OF ARROW ROUTE SHALL BE UNDERGROUND FROM THE FIRST GF GARAGE FLOOR approval. POLE OFF-SITE EAST OF THE PROJECT EAST BOUNDARY TO THE FIRST POLE WEST OF HP HIGH POINT MID POINT OF THE COMBINED CALTRANS AND SAN BERNARDINO COUNTY FLOOD CONTROL U.S.D. UNDERSIDEWALK DRAIN 16. Work site and exterior street& shall be in a neat, clean, hazard free, orderly state, DISTRICT EASEMENT (OR EXISTING TERMINUS IF CLOSER) throughout construction. Site shall be cleaned upon request of the inspector. SIDEWALK RIGHT-OF-WAY 17. The final or surface 1. r of asphalt concrete roadway SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT 1. FIELD VERIFY THE EDGE OF THE TRENCH REPAIR BW BACK OF WALK Ye p y pavement shall not be SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS WHERE FULL PAVEMENT CONSTRUCTION OCCURED C.L.F. CHAIN LINK FENCE placed until all utilities and utility laterals within the roadway have been Installed. AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL LL LEVEL UNE All on-site improvements completed, and all unacceptable parkway and roadway CONSTRUCTION WITH THE PREVIOUS SEWER CONSTRUCTION PRIOR LATE;ZA . CONNECTION CF CURB FACE improvements are removed and replaced at the direction of the City Engineer. TO PAVEMENT WORK. AREA TO CONSTRUCT NEW AC 18. The contractor shall contact underground service Alert U.S.A. and obtain a dl THE EXISTING OVERHEAD UTILITIES (ELECTRICAL. EXCEPT FOR THE 66 KV ELECTRICAL) ALONG N.T.S. ® AREA TO CONSTRUCT VARIABLE g ( THE PROJECT'S WE'T BOUNDARY SHALL BE UNDERGROUNDED FROM ARROW ROUTE TO THE 2. SEE ATTACHED CROSS-SECTIONS BY THIS REFERENCE THICKNESS OVERLAY Alert number in conjunction with issuance of city's construction permit, see Note ? FIRST POLE OFF-SITE SOUTii OF THE PROJECTS SOUTH BOUNDARY, PRIOR TO PUBLIC MADE A PART HEREOF. hereon. The contractor shall notify U.S.A. (1-800-422-4133) at least 48 hours 1n ® AREA OF PAVEMENT REMOVAL advance of any construction activities that may effect any underground utflltiea. IMPROVEMENT ACCEPTANCE. ® PCC CONCRETE CHINO BASIN MUNICIPAL WATER DISTRICT 8555 ARCHIBALD AVENUE P.O. BOX 697 RANCHO CUCAMONGA, CA. 91730-29 (909) 357-0241 TELEPHONE GENERAL TELEPHONE COMPANY 1400 E. PHILLIPS BLVD. POMONA, CA. 91766 (909) 469-6424 NORTH ELECTRICITY_ I����� SOUTHERN CALIFORNIA EDiSON CO. 7951 REDWOOD AVENUE FONTANA, CA. 92336 (909) 442-4950 GAS SOUTHERN CALIFORNIA GAS CO. 216 N. EUCLID AVENUE I ONTARIO, CA. 91762-3597 OR 50' j/ 50' P.O. BOX 97 T - SAN DIMAS, CA. 91773 14' 2 34' 34' f 2't__ 14' CUCAMONGA COUNTY WATER DISTRICT (CCWD) (WATER and SEWER) ARIES_ 9641 SAN BERNARDINO ROAD 0.r .r ON"AD r cwAt VARIES 0 MIN P.O. BOX 638 ' RANCHO CUCAMONGA, CA. 91730-0638 4' 3' 3' 4' (909) 987-2591 0.0-r--0 Mar. a4>" asr CI TY s DESCRIPTION CIF REVISION JDAT�EAPPROVED E>osT'c - oasts PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 5 s s "ROUND GROUND7 CITY O F RANCHO CUCAMONGA The existence and location of any underground utilities or structures shown on these plans are �"i �- --- T- 4 r "'•' �93 gr DEAN AmaD PROFILE obtained by a search of available records. To the best of our knowledge, there are no existing utilities except those shown on this plan. The contractor is required to take precautionary measures to protect 12't ocsl'c Ac art E>osrcc a ,�� ,f��e r the utilities shown and any other lies or structures not shown on these plans and is responsible for the 4 protection of and any damage to these lines or structures. 5ARROW ROUTE fUTIJRE 111' PROPOSED EOP t V 7c' -- --- -- ! CURB a cuTlflt `1Q I•-9 c �. _ .0 � 3q AND IMPROVEMENTS -- / SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR_ STA. 28+18.79 TO $4+45.00 Contractor agrees that he shall assume sole and complete responsibility of job site conditions during the �f �` APPROVED BYTE course construction of this project, including safety of all persons and property, that this requirement G CITY ENGINEER `r'� G s iS sF all apply continuously and not be limited to normal working hours; and that the contractor shall defend, t II II '' I I -' indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in TYPICAL SECTION OF AR�Ow ROUTE DESIGN SAMPSON and(ASSOCIATES RECOMMENDED connection with the performance of work on this project, excepting for liability arising from the sole = -- - - - - - -- - YS 4689 ROYOIA Arg C�l5--w-g-fe negligence of the owner or engineer. _NOTICE: 909)599-6268 i SCALE_ 1"=10' DRAWN , CaLQORKU 91750 T _ - � ( nF 3 ContrQctq� shall verify all corditi�ns and dimensions and shall report all discrepancies to the engineer T.I.=9.0 R=69 prior tot a commencement o work. CHECKED Y�tory t Y10JQ M-1t. Alii. 461 DRAWING NIL ills DATZ ' 's•"-to" M x0. 1572 i 9 i I I'll, "11111111111 - > jj c,� tnLn o o� a Wa � 5 Zr 0 . . . . . . . . . . . . . . . . . . . "11 � �� � � 3dr"- �m s . m . : . : . : . : . : . : . : . : . ' . : . : . : . : . : . : . ' . ' . : . : . : . : . : . . . . . . . . . 11 " mmo m � N . . . . . . . . . . . . . . . . . . 11, U14 li ;; �Z9 A . . . . . . m . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . ��N a8 � "= I I . : : y . � . . . . . . . . . . : . . . . . : . : . : . : . : . : . . : . : . : . : . : . : . : . : . : . . : . : . : . : . : . : . : . : . . . ,� � zc� ,cm:--i z p 2 , 0;� SCALA: I"24011 . . . . I . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �' � r' ig r R1 / r I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� �C� g> -4 L4 m i �� (ngZ ; � Q I N ,� r �^p � 11 oma@ zc� z , SFS 1 1 � � o "$ . V)m ��$ o o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 m, z ,� 00� � No c i v �m „1 -< c �. . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . oohi� c z . II I I11�-1 . . . . . . . . . . . . . . . . . m. . . . . . . . . . . . . . . . . . re. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rr 0 o M -o :l�IP -.all \i I�: �5 11 I IIS v- '�; ca �'��rr ;91 II"i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . il c> or ^zoo no ,1II III,.: ' . ' . mo =j o m GT-- Zi P Z O , o �' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N� r ,III -III IIE' . . . . . . . . . . . . . . . . . . . I . . . ® . . . . . . . . . . . . . . . . . . . i i; �' 23+50.00 J- - y 2�+50.00 ' .27+'d0.00' I 11 + i 'III I II•1 81.15) as 61.0) TO-T.,!1 TC - N . . . . . : . : . *. . : . : . '. . I 11 = I$ ,ill I I IC:- . . .o . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . 'a ' . . . . . . . . . . 4 g a .g I Ifs;. . . . . . . . . . . . . . . . . . . . � . . . -♦.-4 : . . . : . : . : . . : . . . : . . . . . . . . . . . ^. . . .�a . . . . . . . . . . . °"�°. 1z I � :fl I I I IN 9. . . . . . . . . . . . . . . . . . . . . . . "'° e� '� :III I Il o . °-� °o g ' I I I I�; . . 26+00.00 . . . . . ' ze+oo:oo . . . . .26+00.00. �, O . �► ` i it I I I�;. N - %k �_ II I 60.60 60.45) 60.47 TC �. 11 .4 ri)I I I Il�' 28+11.80 OMNI SIGN . . . . . . . . . . . . . . . . . '. I . . . . .� . . . . . . . . . . T . . . . . . . . . . . . . . . . . . . . . . . . m. . . . . . . . . . . 11 ? fiNs" I 26+16.'79 BEG. E10ST'C DRW f x . . . . . . . . . . . . . . . . . . . . : . 9. . . : . * ' '. . �I'll I M °ick° (60.39) TC . BCR' . . (n . 11 28+29.30 •� I m I N+.Ij - .. - - - - -, . . . . . . Q� e M 26+45.50 C.L. EXIST'G DRWY III......., .; i6+44.5d EXI§1'0 I71t . . . . .© . • . • . . . • • • . y' . �F ` 1r N..35TR_e - -�-';'- -I I I fl I .`�"c 26+50.00 26+so 00. 0�6� °� 26+66.00 VENT PROTECTl l (59.71) (59.80) TC .�� I N I .,16+70.00 END EXISYC DRWY I : ' : I . 2a+71.00 W.V.wv1e . . 2 0.20 WM . . : . . . . . . . . . : . : . . . . ADJUST TO GRADE B1EG 1 51OCONSY CkG : . : . . . . . . . . . I . .. 11 EIECL P I�I'�:I I ��` q �-- : . . . . .28+98.29 CL CON TEL PAD TO REMAIN •• ma , ! p � �U 1 p 29+00.00 os 29+00.00 29+00.00 i 9.52 1.::l a I I :I 59.21 TC 59.15) (59.13) TC qZ1I. Z: 1 W JND OU D AN 41 r. r I I lll' -I I : . : . : . : . : . : . : . : $ r1, � III::I . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . 28+35.00 ST. LI T s. 29+?s 29+25.00 BVC 10 _ X� •' 29+28.75 END EXIT. CkG S.W. BEG. EXIST'G 8' AC BERM (58.82 TC) i9+W" BVC �2L75 00 MI CM - i' �:a l . . . . . 56 6E . . . . . . . . . . . . . . . . . . 58 56).EOP. . . . . . . . tp D 11 29+38.31 PP 101473E + 1 BEG. FUTURE C&G 58.82 TC . _ (3d .TC . 11 = r 58.78 . . . . . . . . . . . . . J I '?° y r 29+37.00 WY POLE ! �`T) . r i DEADMAN 2101474E 29+50.00 I 2!1+50.0_0 29+50.00' r^ C \ t I (59.00) . . 56.5E TC : : (58.63) 58.33 EOP w 79 29+64.50 JOIN TO EXIST'G EOP ;' 1 j• REMOVE AC BERM TO STA. 29+77.26 Ol► D 1 29+75.00 .I . . . . . . . . ' 28+75:o0 29+73.00'BVL; r0 1 . . . 33 ?C. . . . I . . . . . . . . . . . . . I . . . . . . . •s8.18 EOP . . . . . . . . . . . . . . . . . . . . . . . . . L_ 29+84.70 END AC BERM 29+77.26 END EXISI"G 8' AC BERM N'-t,. . . . til t� 8 7 28+91.70 CL TXT CONC. DROP INLET TO BE REMOVED ' I (58.31) . r . j \?' . . . . . . . . . . . . . . . . . . . . . ;m W/AC BERM k WALL (58.55 TOP) TO BE REMOVED ,i r. :°J w . O' 30+00.00 Uo 30+00.00 30+00.00 ,, Z W/2 MARKER ON TOP OF WALL TO BE REMOVED y� �9 I 30+23.50 CL CONC PAD k CONC. DROP INLET O N C� 36.23 TC !- (38.38) f 58 05 EOP -� I WAC BERM k WALL (57.96 TOP W� 2MARKER ON TOP cn '1 u+ '1 _ n W A U A 6 30+25.00 CL 21' CATCH BASIN 30+25.00 I' 30+25.00 30+23.00 . R1 13 W-21, V- 8, A-1473'291 W T- Icm 5S�1 JC, . . . . . I 58.37 . . 58.05 EOP � 30+56.33 TEL BOX (58.75) ' : . . ^ : : ' : . REMOVE/RELOCATED N �'`'?i . 30+50.00 30+50.00 •30+50.00 30+69.60 BCR 58 28 TC I (58 43) 5810 EOP - - - - -� ,, I p h . . . . . . . . . . . . . . . . . . . 6' iY I m 30+69.60 BCR l 30+69.60 GATE POST TO BE REMOVED OCATED ( i 58 40 TC ` . 30+69.60 FH TO REMAIN .. 30+75.00 . .'0+76.00 . . . . . . . . . . .30+75.00. . . . . . . . • . ® '10. . �'6 I 58 44 TC .sAso) .56.22 EOP 6. 30+77.60 ECR o I I . . . . . . . . . . . ��' . . . . . . . . . . . . . . . . . . . . . . . . . .\�w I . . . . . . . . O. . . 11 I. .'` I 31+00.00 Gb 31+00.00 31+40.00 �. ��31+0260 C L DRWY - " I I c 58.65 TC 58 38) 58. E _ W�50, R-8 31+08.16 GATE POST 31+04.00' _\_ PP T67736I .. :'!.... t . * 31+0260 C L DRWY . . _ . ' . ' ' ' . ' . TO BE REMOVED/RELOCATED •. . k DEADMAN (58.60) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . 31+27.60 BCR I 31+16.00 SM I 8 . Q' 31+35.00 ECR r ! I (58.86) ADJUST TO GRADE . . . . . . . i . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . I. . . : . . . . . . . . . . . . . . . 11 31+33 00 ECR 1 31+34.66 PP 101473E `; ! 58.69 TC C I . . . . . . . . . . . . . . . . . \AA . . . % . . . . . . . . . 1 58.86 X 31+50.00 ' 31+30.00 .31+30.00. -" . 11 31+45.00 ST. LIGHT . S6 99 TC 59.10) 58.79 EOP I - . : - . . . . . )p: R APPROXIMATE LOCATION OF M.W.O. . I ' r -+ D I p.; I g EMERGENCY DISCHARGE CONDUIT : : I : : . . . . . : . : . . . . . : NN I N .� I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Oo 0o ac U S pro NN I I W II . : . . . . . . . . . . . : . . : . 0. r. . . . . . . . . . . . P . . �!, . . . . . . . . o 14 o rF•1 + 0 w_ 32+0600 � � 32+00.00 ' . s 32+00.00' . . !�* I 117 39.30 TC 59.41). 59.10 EO. I 14, I p. : : : : P . : . : . : . : . : . : . : : . 12 INSTALL ST TREES (TYP.) x : : I :. j : . : . : . : . : . : : : .{. ll 32+50.00 w 0 32+50.00 32+50.00 r ^i . . 5'9.50 TC 0 . 059.61). 59.30 EOP ' u ... 4- . . ''(/� I - 'SII 32+63.61 CL 6.5'X8 CONC. PAD I I . . . . . . . . . . . . • . ' . ' (80.54) TO REMAIN 32+76.5 PP T24565 h $ . (59.97) . . . 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �s . . . . . . I 1i 32+90.60 BEG DRWY < •� . . . . a w 33+00.00 A. 33+00. 33+00.00' 15 14 33+03 60 C L EMERGENCY ACCESS DRWY, W�26' m I I W 39.76 TC . ® (59.67 .59.56 EOP . tOUTED ROCK BETWEEN S k I ' 33+16.60 END DRWY . I P . I'll59.98 TC N I I . . . . . . . . . . V. a . . . . rj. 1J. . . . . . . . . . . � . . . . . . . . . . . . �i . . . . . . . . . . . . . . . . . . . 33+32 20 GAS VALVE �-� i .33+31.8 GAS VALVE 2 ADI. TO GRADE . . . . . . . . . . 11 �. Q . . . 33+36.80 16' PEPPER TREE . 80.10 • s 33+40.60 ( ) . . . . . 33+40.60 EIV C!G � 33+40.60 33+40.60' . On END CkG BEG. C TAPER 33+36.00 ST. LIGHT 11-� BEG 5:1 AC TAPER .Y . (60.12 59.81 EOP •1--' . 10 R: 2I S 33+40.60 END FUTURE CkG . . . . _ 6'0.01 7C . . . . . . . . �. . . . . . . . . . . 33+30,00 33+50.00 33+40.58 GATE POST I I 60.21) .59.66 EO. 59.4 i . . . . . . . . . . . . . . . . . i . . w q. . . . . . . . . . 33+40.73 PP 101478E 1 * I • L j . (n 11 (59.47 i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I -- p. . . . . 5 i 33+67.05 GATE POST . . . . . . . . . .1 . . . . . . . . I . . . . . . .4. . . . . . . . . . (59.74) / a 33+96:00 BEG Sc1 AC TAPER' . h. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8. . . . . . . . . . \ . . . . . I 33+95.00 BEG. 5:1 AC TAPER . 34+00.00 END 5:1 AC TAPER 60.12 EDP co_ S4+06•W - 34+00.00 34+60.00 ENO CONST. V I � 60.34 TC FUTU END.5:1 AC TAPER 60.41). 60.12 EOP . 11 N I END 001457.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . : . , : : : . _ I #I I 34+25.00 END 5:1 AC TAPER i : : : : : : : : .34+25 00. : : : : : I 34+29.70 TEL MH a- I 60.27 EDP . . . . . . . . . . . . . . . . . . . I , . , . , . . . , . . . . . . . . . P . . END 5:1 AC TAPKR . . . . . . I . . . . . . . . . . N 68.27 toI3 11 1 34+40.60 PP . . . {en . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .s . O 34+50.00 5I : . : . : . : . : . . . . . : . : . : . : . ; . : . : . : . : . : . �. . : . : . : . : . . . : . . . . . 11 34+71.50 WV I . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . I . 34+79.90 FH iA I I . . . . . . . . . . . . . . .4. . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . \ I . . . . . . . .q. . �' . . . . . . . I . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . : . : . : . : . : . : . : . : . : . : . p . : . : . : . : . : . : . : . : . lR I + w 35+00:oo -- 33'+0800 _ ---- ., I I 01 60.62. F. e1.07) I . . . . . . . . . . ' . . . . . . : . ' r. : : . : . : : : : . : : : . : . : : : . : . : . : . . : : : : : : : : : . : : : : : . 111 1 :!1 � ' 35+31.49 MAIL BOX 1 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 \1 (61.02) I I . . :® :9 . . . . . . . . . j . . . . w- . . . . . . . . „ . .0 . . . . o.Zj . 1 '`� , ._- EXIST'G C.L FENCE I : : : : : I Q :N : : i . . . . r. . . . . . . . . . � \ TYPICAL I �, : : . , . 1, _o O I 35+6 7 I� "T 3: 61.52 IF : . : . . . .� : . : . : . : . : . . . . . : . : . : . : . ; 11'\ I ' * '� . . . . . . : . . I k� I I I . . . . : . : . . . . . . : . : . : . - -* . . . . . . . . ' . ' . ' .. . . . ' . . . . . . . . 11 � , , \1 - I I I I : . : . : . : . : . . . . . : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 - I �4 I 0 ' Nt . - mw co �' � I� d I I I 36+08.36 TEL POLE m . 11 k . x I I I , 61.66 . . . . - . : . : . .' . '. . ' . : . . ' . : . : . ' . : . ' . : . : . : . . ' . : . ' • : • : . : ' ' ' : ' . • � � I I II . : . : . : . : . : . : . : . : . : . : . ; . : . : . : . : . : . : . : . . : . : . . . : . : . : . : . : . : . . : . : . : . : . : . : . : . : . : . 4 301 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : . . . . . : . . . . : . . . . : . : . . . : . . . : . . . . . : . . : . : . : . : . : . : . : . : . : 30 IK � K z IK0 1-1 -< � n I 1 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r', z a 100 r*1 � 11 m `� � 5: , N --i � $ 9i A , I I � !, I . . . . CA I 0 r„ + z q & O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1, 6 02 6.6 ol�% * ;u V !k -- o o : m >E + , Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . js%a- td3 0 c� 0 :v v Z X I � " r - c � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 1 CIO c r*I m $ O : : : : : : : : : : : : 9 z co �, A I I g -� . . . . . . . . . . . . . . . . . . . . > 0. 00 I W O o 3, So I -A Z �.I.�I 0 � 0 �!► v -5 �° ->� t3p. 31. n!► . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t>A c� Z i4 Q i . . . . . . . . . . . . . . . . . . . . . . . . . . . . lj� 11 & o A . $ o . . . . . . . . . . . . . . . . . . . . . . : . : . . . : . . . : . : . : �. FI � � 9- 0 %,� I t� H X r, m IIIIIIIIIIII U U D 030. '� . ' . ' . ' . ' . ' . ' . ' . ' . ' . . ' . . . . . . . . . . . . . ' . . . . . . . . ' . ' . . . . . ' . . . . . . . . . . . -4 r- 9 ,.A � IN � �3 Z O '� � a; 0d P Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I L1I', l . . . a ly Z � �am .0 . Co r '�1 11 �z d 1 N'LY 4- ARROW (t. ARROW S�L ( R/1Il N' LY R/iJ sT•AT i o N R/LJ �\'`��'iC •� •��l �.�`��G d PRopoSG'V pop �u Sr A Ti N �8' LT Cv0 C� 2�'�- 54,D0 �• �2•g% ��° Otk� g9 32 ♦00.00 Naw,ac - ��eW A c n�4sE (rye) eAy& CrrP) i r AG ReNoVAL T �Vo•� l�,o•�� 0.1.h `gyp aYc-M or-6ro 9 CPO _ (�. t .) �p�+00.00 (T P•� �l `��9 � duo\�l l0°�'�v •p�Al u �p , _— ---��• a9a,L_ '_�-7' —7►�-- ze Is--79 coo 7� ��► (,.qZ y,) o•� 3 y �►ti •� g9' 32+30,o0 o/ CIO q• v ut �� pAY�M>EN'f GRINS �Typ) 11 �� q 29toa oo ti 1 .10% �i 4 �.z�% Coo l� 25/.) 283% 1•l y. --�-- 3300.00 A•G. � gASP (TYP) F= o n P - SS — � PSS @ I$' LT Ac REMOVAL- (TrP.) 29450-00 ti 2 0 l�1 01CPO \ Z'%. 2.25X 3• o%� �•% 33-+40.400 I� Gt Ac RI=MoYAL GetCOO V (T 30+oo.oo p ��4'l. �. 3• s • L�9 33 +50-00 .8 2 %. ��/ • `� % �c,0 ° I • 7 it ���� .e Z% �0 _ _ $�' /' f j � -7 -p— -�-- ---�-- i goo PAVcMQNT URINnC TYP. 53 Nrew Ao •a�E(,ryP) A� tiblc, Sot 50.00 0. 55 coo u ay.00 i hd'Ah g `'moo` g �• . Q \ 0A 0. ti qtr V V +so•gt 00 --------------- . 9 5 S LP coo �! - � 3 5 00.00 • II C = 10 af�ss S ALE . H 1 Q� #�� - AMPAC rACfL►T T (c.u.P 95- 39) V I Ii 5• c� E.sy Fy . SCALE . AS SNc�{,JW DRZ,PNI N : M5 m m 5AMFWDON <0 ASSoCIATP-s .46172 • �o / DATE- R-tu- y5 YI = �Zot.!'rE CSEcrloNs /�- ----------- � DIzLWI�IG No•