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HomeMy WebLinkAbout39713 I 20131219111729736pdf I 0 i ;,cif i L { J i. I i I l i � . 0, T -�f ^ -f - 1. All street trem are to be placed In accordance with City IZF=TLJF-mi N.s. e_07_m;;'_R or MVOIA I SUndard 661. IF� LVC>� Amp nRGu1SA► A. AVE. r. 141 It of f. All street trees shall be staked and planted according to City 0 Standard 605A. M_ L V�V. If 185. o?- sr 3. soil fertilizing and conditioning Shall be lot accordance with Section 212-1.2 of the Standard Specifications for Public, Works Construction. Type I organic soil amendments shall be used with the ratio of I part organic amendments to 3 parts native soil.- All nts am to be thoroughly mixed prior to b&ckfillfraq. -recommendations of L. j 4. Fertilization of all street trees shall beper the I a agronomic sails report furnished to the City Inspector. I 1 0 Ll J J 4- 'S. ile street tree shall be planted where the center of the trunk is L23IC E. I , ; i : _ : _ + closer that, three feet J311 to the face of curb, unless otherwise j noted. 4. All Merit trees m subject to inspection aid acceptance by the City Lit I t6 i N to i . . I I I : I + " . t + 1 0 1 tA to A I ± + N "�/4 A/+ A/4 + an + i l I N 7 F L W m iL #j at II I -r. Tc-: c-7 x 1 .5 Lj J -tLe!- - 11 + -ir. L'� P6 J.2c 7, ft..W...Aeee�ee 115'r. Te- m IA 40 at Igee dofd bel N 4 L 20 II � I ,I_ II li iE iJ LLT�_ Ii 5i i I � -) I I 1 1 .I I i I i ( i � ... i + sil � I i ( i. f � 1 , 1 I ( t F* rh 2 fi AY4 -CY4 f 71 T T t 4 LLJ +to "im Olt �tl 1. 1 ( I i • SCALE: 4 ,. ,' I I� ' i I ( d i4od J. In= 41 Vertical J JJ i 1 1 ..... Jj­_ I i I: r "i 12 13 14 15 tea, 16 17 18 ';Z .9 CURB CURVE DATA Jr. 4n.. eA i. 0.10* A'c•. OvaTtL.Aer, To t- -57 MeW joui P-Xt-sr. 23.98'), (FL. 23'31 H. 4 ' PLAN > Scale I"= 40' F t t 1. Y, Q .OF MT, 9, THE STRUCTURAL SECTIONS SHOWN ARE 1111717111VIUM. -AT THE COMPLETTON GENERAL NOTES ESTIMATE OF QUANTITIES ROUGH GRADING; Sons TEST, INCLUDING "R" VALUES, SHALL BE TAKEN AND 1. ALL WORK SHALL BE DONE fN ACCORDA1,7CE WITH Tq ITEM T-Y _ESE PLAMS RANCHO CUCATIONGA STANDARDS STD. I A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED # THE: CITY OF RATLx SOILS ENGINEER. Ain) THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION, CONTRACTOR e-I.11Z131 4 (s, LjTTF_1z 30S 346 L.J=• MOJIZ4-r Srr Flifto" BLvz% THE. REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADBERANCE TO THESE STANDARDS AND SPEC- Z. 4U'P-% !jLjTTP_V_ SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. 30a 4-1&?t L. F• I[FICATIONS. APPROVAL WrLL.BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS 3 HAVE BEEN MET. " - C, C- - C, &ILITTar, .306 e-64-4- -!rQ. F:T. THIS NM ALSO APPEARS ON SHEET 4 of 6. 2. ALL p'lpELINEE; OR SUBSTRUCTURES OF Any X=, TELEPHONE OR POWER POLES, WATER METERS, VALVES, 4. -!P01 04-0 --Sq. FT, VICINITY MAP FIRE HYDRANTS, ETD. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF --WAY LIMITS OR IN jr-4T)o zsq. r-T. ADJACENT AREAS WHERE IMPROVEMENT WORK IS T 'N ION -4 CI. 141 0 BE DONE SHALL HE REMOVED, RELOCATED OR PROTECTED 30& orjv IN PLACE AS REQUIRED AT NO COST TO THE crry OF RANCHO CUCAMONGA.. 417 Zl,* I PPA, A" 7. XAVeS., j7V4�er 3. 0,00C3 sq. FT. THE RESPCITSMLM OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT 1 -6. 0 L 26' if' IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER. UTILITY LINE INSTALLATIONS PKE� Tt_=Mr'0V_AKY DESCRIPTION, OF REVISION 30-1 L_ W DATE 1APPROVED WILL BE THE RESPONSIBLITY OF THE O-WHER1 AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURT- 43- -50a Oslo t5AJW CUT Te, 4LEAM EFIANT ORDINANCES AND STANDARDS. 1 1 1 % STR.*-i4�49'17 9D6(12: -a"T It- 3.00 4. 13 W- 14: 4 W CITY OF RANCHO CUCAMONGA., pt 4* ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL pMrLrARr= HDSELF WITH THE SITE AND -to. MR-', PE7TAILS VE A-e_" SHALL HE SOLELY RESONSIBLE FOR ANY DAMAGE TO EXISTING FACnITrES RESULTING DIRECTLY OR IN it. to" PLAN AND PROFILE VAAM-S. DIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. r>KA'I" tttlli I VAI_ilme� ISO LIF= NINTH STREET Lgvwt- IgHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED'BT STRUCTURAL SECTION TO BE tN- LiW STALLED. BETWEEN HELLMAN AVE. 8 ARCHIBALD AVE. ?r 13. 43" x27' c m fw,& - P7_A'V'1 PIPE e Cx- A PERNrr SHALL BE CIBMINE; FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT IA, MXCA,,IAe�rjo" P.M. 451 1 LA PRIOR TO W60 C�0. %rPv;. 2xlt.'r. Im1'Pcrvr.AAMPJT�, ANY ENCROACHMENT OR CONSTRUCTION WITHIN A CITY OF RANCHO CUCA I MONGA EASEMENT OR RIGHT-OF-WAY. APPROVED BY DATE _'91 I f? Street fightS 9500 Lumen (ARCHIBALD AVENUE) To be I d IF City of RC, 3 Each CITY ENGINEEFI(�� 7 R.C.E. Na 23889 +,"C A.G. LL REQUIRED STAKES SHALL EE SET` THE PRIVATE ENGnMER. A @ Street lights 58COLumen H.P.S.V. 4 Each 4fA DESIGN Jr ENDED F.&V 1 P4 Cn ev rm R_ 0. 4 6, C_ I I ZRICHARD NEWTON INC. R,,Ecom 14. la 4 4LJT-rr.IZ_ PW . R Be ALL CURB AM GMris , WHERE GRADE rS LESS THAN 0.40%, Sm:ALL BE STAI= WITH 39 OFFSETS AT 12. so 61ol '13-0:3.1 24' c�ajTreK INTERVALS. PLACE 3/4- DOWEL PINS AT ALL EXPANSION JOINTS, _'PAww- _V-�* 1X0421~5 d� 4s;q DRAWN West'I'SL, Ontario, CA. 91762 OL 19 -0, 'V�ce PAw -Wj5/'!q Aego _T�r_ Ph. (714) 986-8707 SHEET TYPICAL SECTION IV57�- e-Z4 9 61W I oF 6 2KTi-'e, z7Er_- 470,0 0-,A�-Te7oo D -A . "eA7147xty__ I CONOW AW0 MMF t)F,N CW MR 10Z. 461k -to i4-+So iscAL_e: CHECXED DRAWING NO. 4ga W/21 - 00,7,90 51' • 104�e� Q)' CONT'b ON­SHT 4 Of- 6 CoWfkaq r, c, c 5vewmi( ri� c1fly �117- 103- 2140 Robert A. - Sebensge 1 1 397 Y203 I1AfhLL, WNQ W�VIM& Atryfajg� �?16FN FILE HO.�, •b. I1/I9!1013 11:4026 AM I Ii lijli. i l� i l i t III; i fI x''11: i ;,cif i L { J i. I i I l i � . 0, T -�f ^ -f - 1. All street trem are to be placed In accordance with City IZF=TLJF-mi N.s. e_07_m;;'_R or MVOIA I SUndard 661. IF� LVC>� Amp nRGu1SA► A. AVE. r. 141 It of f. All street trees shall be staked and planted according to City 0 Standard 605A. M_ L V�V. If 185. o?- sr 3. soil fertilizing and conditioning Shall be lot accordance with Section 212-1.2 of the Standard Specifications for Public, Works Construction. Type I organic soil amendments shall be used with the ratio of I part organic amendments to 3 parts native soil.- All nts am to be thoroughly mixed prior to b&ckfillfraq. -recommendations of L. j 4. Fertilization of all street trees shall beper the I a agronomic sails report furnished to the City Inspector. I 1 0 Ll J J 4- 'S. ile street tree shall be planted where the center of the trunk is L23IC E. I , ; i : _ : _ + closer that, three feet J311 to the face of curb, unless otherwise j noted. 4. All Merit trees m subject to inspection aid acceptance by the City Lit I t6 i N to i . . I I I : I + " . t + 1 0 1 tA to A I ± + N "�/4 A/+ A/4 + an + i l I N 7 F L W m iL #j at II I -r. Tc-: c-7 x 1 .5 Lj J -tLe!- - 11 + -ir. L'� P6 J.2c 7, ft..W...Aeee�ee 115'r. Te- m IA 40 at Igee dofd bel N 4 L 20 II � I ,I_ II li iE iJ LLT�_ Ii 5i i I � -) I I 1 1 .I I i I i ( i � ... i + sil � I i ( i. f � 1 , 1 I ( t F* rh 2 fi AY4 -CY4 f 71 T T t 4 LLJ +to "im Olt �tl 1. 1 ( I i • SCALE: 4 ,. ,' I I� ' i I ( d i4od J. In= 41 Vertical J JJ i 1 1 ..... Jj­_ I i I: r "i 12 13 14 15 tea, 16 17 18 ';Z .9 CURB CURVE DATA Jr. 4n.. eA i. 0.10* A'c•. OvaTtL.Aer, To t- -57 MeW joui P-Xt-sr. 23.98'), (FL. 23'31 H. 4 ' PLAN > Scale I"= 40' F t t 1. Y, Q .OF MT, 9, THE STRUCTURAL SECTIONS SHOWN ARE 1111717111VIUM. -AT THE COMPLETTON GENERAL NOTES ESTIMATE OF QUANTITIES ROUGH GRADING; Sons TEST, INCLUDING "R" VALUES, SHALL BE TAKEN AND 1. ALL WORK SHALL BE DONE fN ACCORDA1,7CE WITH Tq ITEM T-Y _ESE PLAMS RANCHO CUCATIONGA STANDARDS STD. I A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED # THE: CITY OF RATLx SOILS ENGINEER. Ain) THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION, CONTRACTOR e-I.11Z131 4 (s, LjTTF_1z 30S 346 L.J=• MOJIZ4-r Srr Flifto" BLvz% THE. REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADBERANCE TO THESE STANDARDS AND SPEC- Z. 4U'P-% !jLjTTP_V_ SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. 30a 4-1&?t L. F• I[FICATIONS. APPROVAL WrLL.BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS 3 HAVE BEEN MET. " - C, C- - C, &ILITTar, .306 e-64-4- -!rQ. F:T. THIS NM ALSO APPEARS ON SHEET 4 of 6. 2. ALL p'lpELINEE; OR SUBSTRUCTURES OF Any X=, TELEPHONE OR POWER POLES, WATER METERS, VALVES, 4. -!P01 04-0 --Sq. FT, VICINITY MAP FIRE HYDRANTS, ETD. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF --WAY LIMITS OR IN jr-4T)o zsq. r-T. ADJACENT AREAS WHERE IMPROVEMENT WORK IS T 'N ION -4 CI. 141 0 BE DONE SHALL HE REMOVED, RELOCATED OR PROTECTED 30& orjv IN PLACE AS REQUIRED AT NO COST TO THE crry OF RANCHO CUCAMONGA.. 417 Zl,* I PPA, A" 7. XAVeS., j7V4�er 3. 0,00C3 sq. FT. THE RESPCITSMLM OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT 1 -6. 0 L 26' if' IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER. UTILITY LINE INSTALLATIONS PKE� Tt_=Mr'0V_AKY DESCRIPTION, OF REVISION 30-1 L_ W DATE 1APPROVED WILL BE THE RESPONSIBLITY OF THE O-WHER1 AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURT- 43- -50a Oslo t5AJW CUT Te, 4LEAM EFIANT ORDINANCES AND STANDARDS. 1 1 1 % STR.*-i4�49'17 9D6(12: -a"T It- 3.00 4. 13 W- 14: 4 W CITY OF RANCHO CUCAMONGA., pt 4* ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL pMrLrARr= HDSELF WITH THE SITE AND -to. MR-', PE7TAILS VE A-e_" SHALL HE SOLELY RESONSIBLE FOR ANY DAMAGE TO EXISTING FACnITrES RESULTING DIRECTLY OR IN it. to" PLAN AND PROFILE VAAM-S. DIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. r>KA'I" tttlli I VAI_ilme� ISO LIF= NINTH STREET Lgvwt- IgHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED'BT STRUCTURAL SECTION TO BE tN- LiW STALLED. BETWEEN HELLMAN AVE. 8 ARCHIBALD AVE. ?r 13. 43" x27' c m fw,& - P7_A'V'1 PIPE e Cx- A PERNrr SHALL BE CIBMINE; FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT IA, MXCA,,IAe�rjo" P.M. 451 1 LA PRIOR TO W60 C�0. %rPv;. 2xlt.'r. Im1'Pcrvr.AAMPJT�, ANY ENCROACHMENT OR CONSTRUCTION WITHIN A CITY OF RANCHO CUCA I MONGA EASEMENT OR RIGHT-OF-WAY. APPROVED BY DATE _'91 I f? Street fightS 9500 Lumen (ARCHIBALD AVENUE) To be I d IF City of RC, 3 Each CITY ENGINEEFI(�� 7 R.C.E. Na 23889 +,"C A.G. LL REQUIRED STAKES SHALL EE SET` THE PRIVATE ENGnMER. A @ Street lights 58COLumen H.P.S.V. 4 Each 4fA DESIGN Jr ENDED F.&V 1 P4 Cn ev rm R_ 0. 4 6, C_ I I ZRICHARD NEWTON INC. R,,Ecom 14. la 4 4LJT-rr.IZ_ PW . R Be ALL CURB AM GMris , WHERE GRADE rS LESS THAN 0.40%, Sm:ALL BE STAI= WITH 39 OFFSETS AT 12. so 61ol '13-0:3.1 24' c�ajTreK INTERVALS. PLACE 3/4- DOWEL PINS AT ALL EXPANSION JOINTS, _'PAww- _V-�* 1X0421~5 d� 4s;q DRAWN West'I'SL, Ontario, CA. 91762 OL 19 -0, 'V�ce PAw -Wj5/'!q Aego _T�r_ Ph. (714) 986-8707 SHEET TYPICAL SECTION IV57�- e-Z4 9 61W I oF 6 2KTi-'e, z7Er_- 470,0 0-,A�-Te7oo D -A . "eA7147xty__ I CONOW AW0 MMF t)F,N CW MR 10Z. 461k -to i4-+So iscAL_e: CHECXED DRAWING NO. 4ga W/21 - 00,7,90 51' • 104�e� Q)' CONT'b ON­SHT 4 Of- 6 CoWfkaq r, c, c 5vewmi( ri� c1fly �117- 103- 2140 Robert A. - Sebensge 1 1 397 Y203 I1AfhLL, WNQ W�VIM& Atryfajg� �?16FN FILE HO.�, •b. I1/I9!1013 11:4026 AM r' I i i i i I , 20131219111729736.pd( 2 IV � tf NY =-T- OIL . I - ... _ _. -.-.. .... .. -. - ote n s _ N N i i 012TH ENR �F'GUTZ13 . ■ v a' w ! I yhj o �- REST I1yRN!, N.E. CORNER OF FERON 1 L� X0 .1 Z 7. 1 I � v� a/ °i4 a i L. I. -1 I �f` 0 Z FiLV� ANN AKGNIP.PLr� DVG, ! , IU I 4 1 4 , ! i JJU _ 4 D L RS I! I m a 7. h N ` ' Fu J n TbPi i I i- I c I l I t - - w I - I - = H p IN I Z0 bRTN f 1'tzdl L tail cSFCIS(zg ! ! �XI Y. l ot�l� g a I N U N ! o El '5-r __JJ,_ � � + F NoRTIt' NoTLTN I - N + H I F' _ - xt YtcO!FIL 3.63 i 1 , I I w h I I 1 01 h - L6 NORTH J N 1. ' ...i �.., . LL 1 I r E J t T� N , i I i I h I n- m I i N _ I i i I ► I Z� - - , 1 I i I" N i I i ! I I 1 0 -..I I i J f s I I i 1 I h t- I I Z I rvc u. e P. 8 i�. I I i o 31$T• Ti > o 010 dljN3T 4 i w 1 46 3 > G. a8 - , � U W I R E N Ql I l I 1 _ r = i_ i l_ {I { , Oi�DSt=� �Fl 4 ) + + �r i + t ° t�V - o d' - ' i I�x�S f. !r�r�T. dFit_E - k ( i t I I i 1 k ! d) - of N I 0 m+ t H + + See Sec YY ID6NTIGAL I i . I N - sl : ID m rc e,vE i p o O t m m 11 _� iII 11 i I =- _ i� g � �D AIL i I I Z o o O _i p !.. I. 1 1 r!U , i 3loF'E L 116 F sl OF E 0.96 Prc • d ; td -SLOPE 2.157` I . 1 i 1.. I . O' . . K l I _._ I: I s� I i � i 1 ;,, I !4-8 1 mNi , i + �LO�E �. bpi ! 1 ! 1'LV.G. „ I W - - - s� ! I m i a dL I_ - - � iU 1i� I i II I1 "I I! I I 1 *_ l3 I ! U to i I I _1 _iII L cl z roN - E I. SLO>ye O• 4 _ _ I _ I I I 1_ I I. ! I - P X I I i 5 i � I . �.. 1 �� I�_ :.�... ..I o I d co 1`10 v 65 22 SOUTH 8 J +- I I+P J w i 9 h I I 1=Xt31 .�RIL N i 6 _ _. i M 33 SouTN 1 F J i I !. ! I: -60L) TA i a ID, I Its I I I , , 1 s i I _.! , T d `1' Al i ! i SLOPE o. vd9e l _ ag.Trk' I �- I .. o i- SLdkr- O.'7Ev SLd['E 1- i 1 °- o 1 I - s : I .. I I ] _C�Ir45.65 _. D ` _ - _ I g A/4- g kj ai 1 I ! 1 297 a I 1 I I �� 4 , 4 , L E ! I I I =54.95 i I ! _ � j ' ! I I I I I N I 1 SCALE NTS I i { I i i 1 i n l FUTURE CONSTRUCTION I I ! = H tzIIRt�t I i : I I I I I I M 40 or -- 1 I i I I I t It 1 = 4 Vertical ! i I I G I I I. _�._. i �.:_l I- L_J...I.__�. -��- a_ I..l.__I ... d I t _ 2 3 4 5 6 a� 7• Z 6 a 9 m I 10 �;Q w I I 12 13 Alternate 1o�afiDrt 14 # e ; SEE ANT. Z =.n r -• CURB CURVE DATA CENTERLINE CURVE DATA g n x °" 3 °F, ro �° T�LC4ATE > xlsr" sFCC,o*L I�e*�cF N 2 S v .• e H I- 2Ji 1 1 7 p r $ a + _1 �l z AC , Secure slope easement Ka 80.00 faj R -30.00 O Q- 30.00 O 1L� 300.00 O R- 300:00 N } Z r P.�� Rr-25 el 3 �' �' 17 \ti / \5 p \A �� 17 J + 4 e q (L \ _ Q- 90.23, 32 v 1a -89 3927 Q° 90 0000 A- 23 33 Z2" 6. 5 0.00 0" � � * 6900E on I � e O ��� T o O �.� ;,,- -• }fOrn adjacent owner _ Iq (� yy 1Hoffgorten) or use - - r j 11 A E.GfL. o b 1\ A Q rti n� o alternate. L-47.83 L- 46.94 L-47.12 L lee:s4 L 276.77 ,� r K :n , a.G.R• c a + 2k4l'heador 7`30.21 T -29.eF- T- 30.00 T- 62:55 T- 149.11 FI 4 +' {1 fU .4 111 7 V P Q q, T y dNST. T?G.�. GU1ZE 4' I- f - SEC Y -Y !wC 1Z+ 30.00 O 1Z�65•AO O R�45.0o GdIJS ?. P.G.G. GLIiC6 7{C71ZTF K1W - O2/ t,�1 t,,uTT MR STD. 302 'c =re> , -- G�uTTER PER sCD. 3o2 ; RCWD n- 99's7'ot" a- 41.24' z5' 6 a- 141 °38 56 _ _ , x Q Euv co+AST. 4cN 2K4" J viD NO ' 6> 11 NE.AAEIZ L -47.10 L� 39,75 L- 111.25 _ I N y h T- 29.97 T� 20.79 T- 1119.40 yy. g ( ShovE MR TYF IGAL sr cTlo+t i� a � I D �,o•e' r 'A ° --- -T- O Y Y Install Type'1lmorker oo IL -z7a.� D5 �1 a v q �F ° cam, t, \� 1J E9•a�'31',V I! BOULEVARDt I2 W a I- -1 la I FfaRTq lt/ (Sid 4033 R- 322.00 7@ R 279 I - % - N 89'46'.'71•'_\n% - Y 9 52° 51' 30' d= 21- 13' 06". I y N 109' 43 3C" W eZ3� : GpNSr. P. G.G. 7c- (.yUTTER - - 1 ` - + -I I c .-„ 12.-. -k� z^ 13 ���,3,2� 20' - 297.076 L- 256.47 -L= 102.95. 3D' qNj PER. STF. 30 - Q :to '� Ati CONS tLtSGTIO� 44 ��,-� _ L �� Provide em omr A C Drain of end o y o �^ a T- Ibo•o5 T- 13&.18 T- 52.07 ` N F� I of pov merPit, & 2 22 10 R °322.ao „ R* d5.Gn, . 81 r r Q F�RON , y " Exist LS naaeml OQ< 25- 65' 2f°� O A- 4' 37 12 c PAI?c / � ,' � :SOUTH L- 145:69 L- 3.63 Sot 7Fi tZ W I r , ® KEIGCaTC c�a ,ecr. 7 7' 74.11 r- 1.92 o B 177 S alb 021 O U g -vlTrr e vKalN 172 2 fiT E.cTc, mac ? ��`k B.G� 1? PAVE PEK TYPtGAt sEGTION rn 4-v i M Y ` 1 v 0 ., IO w� � J. <J , g PtJf!'cr/ % +.j Z 'f7C��l \ �� 115 3,M R 13 34144 nQ•' ��� {p r NN. '.n lit d C1 + U 1/ �q a 5 S I T~ s YEClhfkh! o A, Lid y z {d J I 9C .42 z y CA � p � Iq 'U ) - "n`s PE12 DRWY . 77 -12t k \. IAS /\ 6600 L 31 LI PA RIr 2rL 6 I C I I cOUgr. 4e -L. F. OF 64RR1 GAOE 41 rc. FIEF- 3TD, 404. 7 c�,i SEE SIT. ¢ KoR DETAIL � 4. •� � �.�.�' _�OF DRAIN GNANt.IEL O I @V 3 CAr CY - � REMOVAL NCnES h -° IL]SRWCIAT ADD C�tvwVE Ex\sT. CURB, AND xi cuWF gpFESS /�\\ R" b'+ MD. 43714 1 CANSIRVGTION WOWS 0 3 151E P. a !; go A -- ,'��' 'Arow6v&kcT DRvEwP"t f>:R any of S2t"jcrt0 }� �* CU.GAMONfiA STD. 101 -C- J gcoo-,-Moct p EvJ aLk Pin. Cct�o{~ 33" 22' o. 33' 0, 44'� .LEVEL - 6 "G - F. 0 PLAN Scole 1"=4d 0 i GRADED DRAIN See C -C 3' 0.67' 0. -�J SOI LINE I II' 3 = SL:tJPE )4 • S6E SNT. of 6 2a fOK C.OKIOKUt fi(* No(O 4156 544( 2 of (, �Uftvr� { � � c.ONSTRUGTION Il' 33' , ! lo' 10' i lo' L IC' , O. 33 L roVF-L _ ©, G. F. 0.444, 1 0" &T', 1 O.1SO'. 3 - sL.oPEY+' IN I' _ I `RGORST. d.3p' IG-AR 400D . • I �DeAST. 0.30 I[,-- AR4GCL7 � A,G. P<,.V,Ny o+l e•.esv.Pp• -GTED - .G IWCj ON GOMV/. CTBb SE.Le.GT NAT: AkATEKiAJ �LEGT' NAT. MATE.RIAt - -1 GaNST.P. G.G. CURES GONSr- PG.G. . C�U7T6R PER STD, 302: 6tol rF C MR, STD 302 TYPICAL SECTION 70r5E6.�ENERA� -- No-�•�� TYPICAL SECTION STd. e +9S To e +Od - •SCn_L.E. 1 'e to' "oRIZ. V-?- VERT. - .... sTA. II +q7 TO 12 +43.27 SCALE . ,'�10 WoRtz. I " -2' VF-RT. e .,i. 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