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HomeMy WebLinkAbout1273 (PROPOSED) (FREEWAY) _ _ CONSTRUCTION NOTES & QUANTITIES -* 19TH STREET -- - GENERALNOTES ~W F- W OL CONSTRUCT 8" CURB AND 24° GUTTER PER CITY STD. N0, 303 1516 LF W w ? O2 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. NO. 311 516 8 � W H W y� S F cn H p cnp Z Z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA N W W > 3O CONSTRUCT HANDICAP RAMP PER CITY STD. NO. 310 2 EA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. Q Q N FAMILIAR WITHIN AND SHALL BE RESPONSIBLE FQ Q Q O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. N0. 305 5178 SF CONTRACTOR SHALL BE OR ADHERENCE TO THESE } STANDARDS AND SPECIFICATIONS. uF- $64 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, Q W Q O CONSTRUCT CROSS GUTTER AND SPANDREL PER CITY STD. N0. 308 EA VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY U m BASE LINE AVENUE O PLACE 4" A.C. PAVEMENT OVER 4" C.A.B. 1100 SF LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. O PLACE 3" A.C. PAVEMENT OVER 4" C.A.B. 24082 SF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SITE O OVERLAY EXISTING PAVEMENT VARIABLE THICKNESS(0.10- MIN.), 190 TONS SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 313 90 LF BOULEVARD TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- FOOTHILL WAY. 10 COLD PLANE EXISTING A.C. PAVEMENT (0.10' MIN) 2 425 SF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT W REMOVE EXISTING A.C. DRIVE APPROACH AND � CONSTRUCT A.C. DRIVE APPROACH ( EA ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION 11 AND AT Z NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY W ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. Q ARROW ROUTE 12 REMOVE EXISTING UTILITY POLE AND UNDERGROUND UTILITIES 6. ALL SEWER, WATER, ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BY SCE; COORDINATED AAND PAID FOR BY DEVELOPER LS t1�Rov4N clams T�R>`FIG bELTIon1 BE CONSTRUCTED PRIOR TO PAVING. p � 13 ABANDON EXISTING WATERMETER (SEE WATER PLAN) I EA J W 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND p Q Q Z Z AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A Q _ ? C j W 14 REMOVE EXISTING OBSTRUCTION LS WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE CITY ENGINEER FOR ~ Z z W a a f 15 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. = W RELOCATE EXISTING OBSTRUCTION LS > IL 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 4TH STREET 16 ADJUST WATER VALVE TO GRADE 7 EA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. W 17 ADJUST S.M.H. TO GRADE 6 EA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY x INSTALL STREET NAME SIGN PER CITY STD. NO. 401 AND 402 I EA ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND J EQUIVALENT OF AGGREGATE BASE. 18 J_ �� 19 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE SAN BERNARDINO FREEWAY (10) INSTALL "STOP" SIGN PER CITY STD. NO. 402 1 EA STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 20 PAINT 12" WHITE STOP BAR AND LEGEND PER CITY REQUIREMENTS I EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE VICINITY M A P 21 REMOVE EXISTING CURB AND GUTTER 3 30 LF SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND -- --- ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. NOT TO SCALE 22 REMOVE EXISTING PCC DRIVEWAY APPROACH 2 _ EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE23 INSTALL STREET LIGHT (LAMP SIZE 5800) E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 00) (TO BE PAID FOR BY DEVELOPER AND COORDINATED WITH SCE) 9 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 2! INSTALL STREET TREE (SYCAMORE TREE) PER CITY STD. NO. 605A 21 EA DEVELOPER, THE CONTRACTOR SHALL HAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 25 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT INSTALL STREET TREE (CARROTWOOD TREE) PER CITY STD. No. 6058 4 EA SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THESTREET IMPROVEMENT OTHER ITEMS OF WORK. G REMOVE EXISTING A.C. BE 90 LF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 27 INSTALL TYPE "N" MARKER PER CITY STD. N0. 403 I EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE FOR 28 CONSTRUCT 3' TRANSITION FROM 18" TO 24" GUTTER. 6 LF CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 29 REMOVE EXISTING A.C. PAVEMENT 462_ SF REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, TRACT M N09 1 30 SAWCUT A.C. PAVEMENT 10 2 LF THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. L E G E N D PHONE / 1(800)422-4133. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT . BOB STALLINGS (213) 969-2718 OwM INDICATES EXISTING WATER METER INDICATES EXISTING MOOD FENCE FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE (800) 422-4132 of INDICATES EXISTING EDISON X a " INDICATES EXISTING CHAIN LINK FENCE FOR UNDERGROUND SERVICE QGTE INDICATES EXISTING GTE -, - INDICATES EXISTING AC BERM C. SOUTHERN CALIFORNIA GAS COMPANY (714) 798-7739 1 W. LUGONIA AVENUE oC.O INDICATES EXISTING CLEANOUT -i i INDICATES EXISTING SLOPED AREA REDLANDS, CA 92373 D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ct INDICATES EXISTING FIRE HYDRANT INDICATES AC PAVEMENT 9641 SAN INROAD DO INDICATES EXISTING PATER VALVE INDICATES AC OVERLAY RANCHO CUCAMONGA, C, CA 91730 I E. METROPOLITAN WATER DISTRICT (714) 593-7474 -a- INDICATES EXISTING SIGN lT VINDICATES REMOVALS P.O. BOX 54153 • i a LOS ANGELES, CA 90054 U) 1 • , , �a INDICATES EXISTING BARRICADE INDICATES CONCRETE TT C� INDICATES EXISTING SEWER MANHOLE INDICATES EXISTING ELEVATIONS F. PACIFIC TELEPHONE COMPANY (714) 999-5639 � s (00.00)_ G. SOUTHERN CALIFORNIA EDICOMPANY (714) 983-1746 q X01 INDICATES EXISTING STORM DRAIN 00.00 INDICATES PROPOSED ELEVATIONS 422 NORTH SECOND AVENUENUE � I IIS UPLAND, CA 91786 r ORS r M I ; V Ma CONSTRUCTION NOTES EGN/46'fBS4 a 34 \ ` GONG NA4/L /N CH/Z'O"EAST FAr/ST/•UG TOP or e4nrs QQ'((/• OF A \� O/ CONSTRUCT 8"CU.?B ANO 24 rrGuTTER .oER C/TY STO NO. 30i. tiv \p \a GURB RET. NEG C/EL/TO -,Sr y\1 `�� 4'w/AE S/DEWi 4A( PER G/TY 6rAP NO. 3// AND BERYL 3T.11 �/O. 2c�, a0GONSTR4er*4ND/CAP RAMP PER C/TY 9TDNO11�'� C/TY ST,O 4/0 YOS.O COrt/sr1wer CROss GUTTE,P .!4140 sP4iVOREL PER C/TY STD• Ale '!OB Q�\° �� \a\ © PLACE �".4•G PA(iEMENT OVE�Q ¢"'C.A•B. S.0 rL ACE 3~A•C PAl/E/NEAVT OVER ¢��C.4•B. 495 w EX/Sr/N6 GERM w OF�i P pG �' �1 `�h `� ,�p1 L © O(1ERL AV EA'/ST/N6 PAVEMENT l/•4.P/ABLE T///C�'iUESS(O./D'"/,V.). BERN /wE.Q C/TY STQ, �t/O. s/+j• E.1'/ST/A/G 4 e P.4 v.-,v"r(O./O�rG1�)• REMOVE Ex/sr1wa A4.G 4R/ye .4PP.P0A4ch,, Aow CONS rR!/CT AC �a I APPrPOACy PE,� elry- -sw .305 ExlsriA/O 4177Z17Y POLE .44140 !/NOERGROUNp Ur/L/TiE5 BY .SCE; COORD/i 14 rEG ANO Piq/D "=OR 6Y D E!/ELOPER• l ,� b� `0 � �, / '� EX/ST/it/O ¢ PPOF/LE ��� � O ABANDOd/ E.Y/ST/�b6 WATERMETET!'SEE k/.l7TER PLA.t/J. E,Y/ST/NG OBSTRL/GT/Oit/. EX/ST/NG A4. C. BERM /B'E D� �, O RELOCATE E.F'/5T1AIS OBSTRUCT/Ort/. 1490 . t� -_ �� '/ �" Q�4 4�4 �� C� 2tj�o� � G AD✓UST WATER !/i4L`E TO 6RAOE. 414 a/.0 114Z , /7 AD✓usr S.RA TD 6,P,4Per X M O o� - p o ® PA/�t/T /Z"!f/N/TE STDr� BAT A�t/O l EGENO PERCITY RE4U/REME.t/TS V a' n V IKIt b ©/ /*eM0!/E EX/ST/NG CURB AA/O GUTTER. O o \ 22 REAYIOI/E E.w;'1.sT/Aver pcc O.P/vEbf/9Y�1PP.POAG�S! a, o• / a li V V V 3 W O /A/STgLL '3T.QEET It L/G/fT(L.4MP 5/ZE 5800)(70 BE PA1P FOR �6), � ~ � W Q � � � dEf/ELD.�EP AND GOO.PO/�9TED !f//Ti's SCE). n /A/6TA4L L 5T.PEE44T 7 F4- /•CA4PROT!(/000 TREE PER .STREET menr mwe5 S►f�7, /Y0 Z• 9 ' R" 3 2 pV p O APEiYIOYE E,Y/ST/,f/G A•C. BERM. h Vk O O1490E 33 O � ~ SER C/TY STDQ/O ¢03 -� _,�•35� � a �► a h ,� PAPOPD sEo A.c.Gula re.�rV?�T/ON �, ��G / a h a o0. °� o' PROPOSED CU•P8 AND SUTTE•? FROM 22' TO /B'EAST 0,,= 22'EAsr OF� l PAPOPOsEo .4C. CURD TRA/dsiT/0A/ N i"R0A9 /8'rO 2ZE,4s7' OF¢• EX/sr�N9 6"A.C BE•�M/8'E��' o �� O � o a h j PROFILE SCALES VERTICAL : I"= 4' HORIZONTAL I"_40 36 37 38 39 40 41 d ri' ' 33' SCALE : 1% 40' �AerEs ✓.�Q�Es t2' 1414' o COLD 54/v0&45T slND /PEP./NT 4`q Y``zz Ow SA'he �L,►vE O./0 M/v COLO PL.I,trE 13 Io 8 Wuj MIGNONETTE ST. LL 9+57.67 BERYL STREET 37+7310 N STREET I I 3 EX/5T/,VG ACG&%rB, VA,r/E5 I 2 \\ 13ERYL 10-t-00.00 E I (n aP GY/.PB.4it/v GUrTE.P 0.45"-O B3 I 6 5 e04 Z>PL.I•t/E EX C.47C/1 GAS/ EX/S T/,t a r'A,5- f1Ev ppBBGE STO.PM le>1"1�V - /l SEE DET./L ~A~ Z EX/S ri,vG AC AOR \ Si OwM OGTE o �� 17 ,npwM p ,--1' --U a EX/S MAI, -- --- -- - -1 :T ---- r 26 - ---�.-- --- --->.---T 16 - ---� Meo ( �' 16 2 ( � T---7-- _ TYPICAL SECTION DETAIL A 8 36 37 38 ND 3:I W 39 40 �c 41 A BERYL STREET FEATHER DETAIL 1- f lit- 7 3 , yy_ - f .i_ _ _ _ _ -� _ NO 4 SCALE 12 G - _ _ - - STA. 36+41.50 TO STA. 39+72.84 wM h0 j � z=z� y., O p I • I _ - = 500000 OwM TI=6R=21 R- O ',5X5 N8 CURB BERYL STSMB 8 10 , ANO_ 641rr6R -- N - - 9 12 15 6(D2 ��TO , �ry 15 I2 � ;;` 21 2 9 a v I2 A n' rC a E ' � '� ;^ ap g 3: Q 3'c '•� N ;J .14 13 '� � w j , Z o�, ►, I Ind i I : 3 a o ,h b w o j1 2 �r v h �, �I�o TRAVELER DR. �' �, i o o tiles v % _. W ° ° S5 SHE'E'T 4 � �: ka ;► , a o Z W b �\ O ova h W * L' � � X W W h 0D h h V b h O O W X a w �c p h g CITY o e�� ,� o, ti a, 2 0, a p,� h ►� DESCRIPTION OF REVISION DATE �i i- n o: 0 \ M '^ V b D W 0 U " ^ a ? a � Q N R 4 4 4 2 4 e CITY OF RANCHO CUCAMONGA II PLAN AND PROFILE OF STREET IMPROVEMENTS IN N07e'- 7714E E.1'/S/T/Ns OyE,Pyxw !/T/L/T/ES (rECECOry1fUN/CA7*/ANS . BERYL STREET .� .4�VO ELEC r,�ic,4�) 0/k/ 7'11,5 Rfa/ECT 911)5 OF BE'RYe S�EE>- s�'� T R. 13642 CURVE DATA SH,4[G BE UNDERG►PaClNDEI� f'RLv� TirifE'POLE 4�PROa'/MATELY `/� �� ' 2/ /1a,,rrf/ OF w SduTH ,RR&lec r w1we0.4R y 717 77w,15i/RST STA. 36+41.50 TO STA. 39-t-72.84 PoLE OFF-S?E lvORTN OA- 7W4r AVZTN PROJECT BAUAVARy; ;,�, < ;' APPROVED BY: DATE: �A 90 i5 i4' Z2Gb" 42.53 Z�/2 ftes ra BE RE,*tovFct By SCE; Cooeol/vorec "0 10A4/o CITY ENGINEER RCE. N0. 2239 O a9°44'x(." t200' X229' ti.d8, Ad.e By P1=vEL0AF,Q, DESIGN �-� RECOMMENDED MIM MACK BCL WA 214 SOUTH EUCILIDERING AVE 'DGA. III �88 WKA ONTARIO, CA. 91762 DRAWN (714)983-0439 SHEET J. GOMEZ/BCL 2 of 4 CHECKED G►u� G. Ol.(.� DRAWING N0. 1414! _ R.C.E. NO 33340 EXP 6-30-90 -7 DATE /� /8' FILE NO /;Z MME JN 81040 JO HNSON-BERYL M-492 L /�a7'vC L 3-4).'10' o 3ENGN MARK ND. 3Q ` EG /ate 054 Z CONC. NA/G /AV C.S//Z l7~EA5T �� CURB RET. NEC C/EL/TO .3T. 4A/O BERYL ST• o � vtj s +. — �b N ao 9000 v � m� 85.00 - fX/✓' M-'S 're 1$Feer w&vr of >>E 85.00 m � MA 17e 80.00we �'-• o,� � oof 1 / A. \ Q o f x �•0 it 85.00 of ¢` 6/IG4/7E 14J 80.00 = ^ � �y 75.00 90.00 �r 85.00 eX,'SrtA-*G 7C. FEL6T 645r 4& it gti• / PROFILE SCALES VERTICAL - I" = 4' HORIZONTAL : 1" = 40' 7 8 9 10 II W CONSTRUCTION NOTES /O CONSTRaGT B"GURB ,9N0 2¢~GUTTE.Q PER C/TV S7a. NO. *CrALE: 1" = 40' W O CONSTRUCT 4'!(//OE 5/OEGV.4L�Y PE�Q C?Y STO. /VO. 3//. � ® CO�/STRUCT DSP/l�Ek/.4y APPROACH PEEP G/Ty ,STO. NO. 305. '4 ACE 3",4 C PAileAfeAi 7- Q k' M 0 ¢ B 0!/ERLAY E�'/5T/NG PAYEMEVT l�,qR/ABLE T/,//G/fiVESS (O/4'MIA1.1• �— N N % O l� / RE.NO!/E E.Y/ST/NG OBST.PUCT/O.V M p 4 4 G A l P \4 ��' /G 4P✓UST A"rE,P "Z ilE TO 6lPi90E- 1 v t �' N h o° /� O .40✓UST S•M TO GRADE • /1 W N 14 �J vI J ` u ' ''� �h 23 //vSTALL STREET L/6s�r(L.IiYIP S/ZE 5800J(7-O gE P.4/O FO.� �� \\ , e g Y DEl/EL OPE�e ANO CDD.QD/iVATEp X11771 see). Z ^ °� a+o h t o h Mk QP 2¢ /NST.4LL STREET TREE /SYCAMORE TREE)SER 3T�EET TaE� ��^/'Sr N07�'S SHT O COit/57T 1r&;GT 3' T,e,4,oV 5/T/Od/FiPO.N /B"710 90 4 </TTEP. 0 1' 3d 5A6(/CUT A.0 MA1/EMF�f/T A "� o r t M N /5'6/'S�~IV Red ,¢ Q REiYIOUE EX/5T/A,25 4-4. P,4IiEyl ENT. 1 _ W -- ---- q14 - .�,� 04 ' :4 °a �- TR /364 �+ N 0'.44 d2`.�r s ) ,L r �t f A 5 j ,.' _ _ BOUNDARY 2+67.71 INTERSECTION S' FE,GTNE.R ''"" _ t'� I ; .ip't'�6— 9LB J L J t GTE MB V- �mOMB \ E',rl51r1iVS /r1PRovE1wENrs Nwmo PER DWG. EASTWOOD AVENUE rx15I7/N6 ImPRo1/EMENTS )OCR Q DWX. A'131 SN7l /Or/ g �y a o Al /r' ^ DESCRIPTION OF REVISION DATE CITY 41 1 APPROVED LA 4 CITY OF RANCHO CUCAMONGA l4 �°off�" I CURVE DATA -- PIAN AND PROFILE ON STREET IMPROVEMENTS f 36'SZ'/2~ el t.00' 20.67' 39.120, EASTWOOD AVENUE /t6'62'/L"' mmo' 76.00' 84.14' TRACT 13642 STA. 7+ 96.43 TO STA. 9+65.20 eo4 2 b >4 �F t r", ' APPROVED BY: DATE: y CITY ENGINEER R.C.E, NO. ZZ34IP7 DESIGN v RECOMMENDED W MIM MACK ENGINEERING I i J. K. A 214 SOUTH EUCLID AVE DCaAI 11 88 DRAWN '.We , ONTARIO CA. 91762 TYPICAL SECTION J. GOMEZ JK (714)98 -0439 SHE3T 4 OF EASTWOOD AVENUE CHECKED R.C.ENO 33340 T/: S 'C:t/ c�,.,� �,A DRAWING N0. �• •�• . SCALE: /'-/p' DATE 11' �P� Sg FILE NO XP s l 73 MME JN 81040 JOHNSON —BERYL �,� ,� M-492 BENc//MARK NO. 3¢ Pi= 94 Si P/= 0.99 TG= 8/.t/ 9 ' 6 SSW ti "' "* ti V TL=/7.8d TG=43.59' TL=//2.�6 GONG. A✓A/L /N C/Y/Z O EAST V CURB RET AVEC G/EL/TO 5r. U \ .4/VO •BERYL ST � O J � m o � v E•r/sri�f/G GRAOE op h � N „ a m•`' �► h 7%=47df/C. rG=278/' `� rX bN\ 6•r.4oE %4 M n so o c. � 93.6/ 4 v , W � \ It 1490 N " � m 1490 N 1490 W mh ° � soca KC. soe o f\ 'A h h „ 1490W 1\ oc a ti �i 4i a ee. J W rG=-4'4;.75 TG = 90.53 t 3.83 r,4A/. 68.4,0E a a h ooh, �' 400° 3 h Q Q EX/ST/.VQ S^f40E 3 Q V EX/ST/�/6'TC/SSV�s' SO' K C. V X +s.00 e �� �. Q `b /�/ Pi=8.s 9¢' � � � �\ X/ST/Ns G,P.9•vE �E 3.T4l TAN 6840E n n M �/' 1490 P,s°°3.35� _isoo \ >� o ',� 1490 1490 �.� '� ° M m 1490 'L so.Bo's c. v p % n h � h �- 9a, 179 ti b 1 -/.DO y ti heti �Q v , V TG-42.88' 3.SD' rAit/ 6/PAOE ! d N N pp,, ZN o 0 0 O V EX/ST//V6 PROF/GE N n 4i / TL 43.59' ` \ n fu h km lki 1490 S ¢.�e / T.4/V. GRADE qty 14 9 0 S 149 0 E °� h w o �� 14 9 0 E -iso% EX/Sr11Ve1 GRA.dE 3o .s no v Z rk �OB9% PROFILE SCALES VERTICAL I" = 4' / Ex/sT�Ns re/l'Eo HORIZONTAL to = 401 10 II 12 4 �, 13 p 14 7 8 � � 3 9 10 V 1�. (4 � E 1n 4 $ Vt � J 4 h tA N 4 � M � •o SCALE •1" - 40� � � V � v RA\ 4 N , ti a Q G b 't AVE in m a R -1 Ufa eft l, w ` � , ,�Ili : �� t � � x � o v► � � �I`e W � � h I J 11D h h 1 f I I h � ^ x M , ku -� II 18 � W h' ceo_ ,v 17 13+90.35 E J 19 Q 14 I' ✓ 9+59.10 N M �) !1 2 I q `� C 24 K M ,e,�p O'� 4 + 2 CB), II ' /I i 4 _ _ h i si, ¢"E 7 N od 1�E uf KI" ^ I K / 16 wm O� I W 1 ' ) - - 7, �je CABLE TV VAULT 16 s� �4J15�/ , S1 -- - _- N�5 �1O I meq! --- '' Z4r e ---- -' - 37+73.10 N , ;. 10 - i 9+59.10 N i o 2 ----- �) 1 , r O 2+38.24 N INTERSECTION � ,;, 11 O -1 =- �,,-� - w=- �N / 10+ .00E : I,� v t r, 'r_. =- °4404 E 8 _ v, 7 i ` Z/i - --- --- M 2�} C� - G 13+90.35 E �C W 14' 8" o a mBr A ' - K1691 � 1I`-tT-owM --- - .-.-� OwM - o � F v wu 10 4 I� ll -----... I� yil - �- N I 2 O b yv f {U 1 II A - 0 , i h .. 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