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A. G. OQV&MtIyT 5"4.6. 0Kf,0 8''d.P� Lo,QVE) '77600 le7F SE'/'YC/->f AifQRK= 9g-8 T.G. ELEV. 4 OA-G.000ne 4`QJ-6! (QAMO/Y4 Q VE S j, 790 K 'A.G. 01/1 Q"4.P.f_ /NTElZ10!2 r2EE1- FO Q 5J 5,5 / 4 24 3 ( TOT4L E30X CZ/6 V450I 3 'E1cc/ESr EC.. _/374.08 GENERAL NOTES ' 3�8 BJP _ I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE /Z /? PR`O�l)DED FOR YOUR CONVENIENCE ARE THE FOLLOgViNG:� CITY OF RAN 4�. i CHO CUCAMONGA STANDARDS AND THE STANDARD O./7' A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 4.6. SUR,5dC& /� •• N, MR. BOB STALLINCS (213) 969-2718 EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE FOR BASE LINE ROAD CONSTRUCTION RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECI- lZ" 6ATrER _ - . ., FICATIONS. oe/vE z��a Y pQ 42,4"114 B. GENERAL TELEPHONE (800) 422-4132 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR �Z•Q 8 ` for underground service , POWER POLES, WATER METERS, .VALVES, FIRE HYDRANTS, ETC. ! �• e' p �� t C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY Of-TQ L 2191 E. BIRCH STREET (714) 529-7070 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE f1,41YO/GROPE aGGESS .420UN0 BREA, CA 92621 DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS pQ/VEU_1,4 S Q.a/VI�.S I REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 �O 'GU/QS GUT'T�EQ 9641 SAN BERNARDINO ROAD 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL RANCHO CUCAMONGA, CA 91730 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPON- �LGTL1 /L. \\\ SIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY I E. MET Rd POLITAN ~NATER DISTRICT OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIL- _/YO SGQ �- E \ ' , (714) S93-7474 (TIES ARE SHOWN ON THESE PLANS. � Z7 LOSP. ANGELES,O5CA 90054 CN,E.S.4,oE,dIKE OR/VSE \ , 4. A PERMIT SHALL BE OBTAINED FROM THE N - CITY OF RANCHO CUCA SC•4LE / '/= /00� Q m F. PACIFIC TELEPHONE COMPANY (714) 999-5639 MONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR /NO E-X' M,GI �i RIGHT-OF- WAY. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. V PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVE- MD/YT& ✓/STS MENT POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT • J _ STREET _ MORE THAN 50 FOOT INTERVALS, . ADDITIONAL PAVING STAKES MAY BE (1� REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. R/Ct/ 6. ALL SEWER, WATER, ELECTRIC, CAS, PHONE OR OTHER./(JTILITY LATER- {�c/ESTF�ORT OR/VE ALS, MAINS, OR CR SSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. - E>risr /M�QOV�.�.�E/y�-s � V N N , C-4S7- 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK- FILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE Z I PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 111 � 1 J • tioQ/ES 32 72::>-:3& 3�0' LZ/ES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF -S/-AG E 7- -- �\ - � VV ./ 8• �, 1�Q/� BASE MATERIALS AND/OR SURFACING. C.4MOE/V OR/VE A-6141SET, _ � 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE � 2 ' -� /� SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETER- >� ���rC��7� MINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRA- D `�sSX-/EETYALE g �R/V J _ ✓�-/t�I00TU ✓U//Y 4 DATION OF ASPHALT PAVING. `QQ/Sia- � _�� �� '�/ �� � � 1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL W Q �+ ,% i BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETER- W Il MINATIONS COMPLETED TO VERIFY : SIEVE ANALYSIS AND SAND EQUIVA- '��'s// `'` - 4 L LENT OF AGGREGATE BASE. �f ) Ear- 1 TY�/C.4L SECT/O/Y 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ARCN1 5A L O A vElyU� (PRIOR TO FINAL PLAN APPROVAL) . ✓� F,C20M ST,4. 223 re,S7 80 TO ST<I . 22 7 -03. 34 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH e CONSISTS OF A ROCKY MATERIAL THE SUB-GRAD SHALL BE PRE- P. U.E5/OEL[J,4LL� 7-/. : PARED BY REMOVING ALL ROCKS WHICH PROTRUDE U E ABOVE THE SUB- . 1//GT0�2/A d Sr Q f?CJ.E ZS/OCIl/LtL/C E.45EMENT !Z-VGILUE 'D6 . GRADE AND ALL VOIDS �QdfE'CT j EL15E/l�IE/yT [L/EST EAST FINE GRADE MATERIAL OF A QUALITY OR ONBETTER THAN S SHALL BE 'THE DNATIVE Jc�T-E.. Q MOn�T� N-17 WITH A R/� MATERIAL. 25 , 25 , 33 33 12. IF THE SOILS SASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A 22 ' Z2 //' TERILANT REGISTERED BY THE E. P.A. FOR USE UNDER A.C. 5' 7 / /8 '8 7' S 5 ,�2EMOVE E,Jr/.ST. AND RECOMh ENDEDSHALL BE FOR THE UNIFORMLY APPLIED AT THE MANUFACTURER'S ' _qj I 4.�j 4.S U.5 . PG.G. P✓ T FULL PAVEMENT WIDTH PRIOR TO PAVING. II t 2 2 f/O.S 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 1 1 THE CONVENIENCE OF THE DEVELOPER,THE CONTRACTOR SHALL MAKE CONSTRUCTION 1 I I 1 adtcJGuT'TO 1 QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE "e_4 7- &Ck5rE 1 PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMES OF WORK. Q �+ LEVEL L//'yE GT �� LEVEL D B 2 � 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS F007;c//LL. ,113LV0. Z lO . c-.dam �� 3 /GjiO'�• ES I 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION, /YO SC,4 L , �µ - Q � �•'./4,' �// -G ���.. o ��� r • a • o ' 9 mow„ v„a„ - J .. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM `�-� RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION T. / S 6 � �" G �/"i'��/�' ��'r"� `�! DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED R-V.dLUE fD/ /iiw PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY TY�/C,4 L $ECT/UfY ENGINEER FOR APPROVAL. Vic iii TY M,aP . • "0"7-& V15T-45TQ �� TT TYp/C-4L 5EGT/OWORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, G HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. co/ r�zUc�'iow ivoTzs e QU,4�17 rIE5 sr,4 ot43.00 ro sr�. /�gB.oQ RA ^40/yA 4 VENUG� SITE SHALL BE CLEANED UPON REQUEST OF THE .INSPECTOR. QUQIvTi T/E-5 cAJ�oEJv ,oR�li,E IQ //V 57,4 LL NO PAR. //YG" STS FZ-2B Q V• + , 5rA.0-,,- 70 35 TO ST.4. Z; /750 FROM STA /7f/0.05 rO Sri. Z3 77. 88 17. CONTA TIONL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TOCONSTRUCT A .C . PAVEMENT PER TYPICAL SECTIDN.1lF _ /�l7OGD � _rN _SAP,6;4K� .o,R1VE 'T/. : 69 2 CONSTRUCT' 1" A .C . CAP (INCLUDES FEATHER CAP - SEE TYPICAL SECTION ) . --B //3 5� STA.O +&,138 TO STA. Z+ 73.103 F�U.E E`S/OEGcJ.dL� Cq V4Z_UE : &/ f?u.E �S/OELLI.dL/G CONSTRUCT 12" P.C .C . C O R B & G O T T E R PER CITY STD . 30 3. 58/ L.F WESTiOOR T ,0,11 VeF E n_c3 et E/>'T EA.S E X fE/NT 18. ti LL STREET L/GNTS d/YO F/QE t-,�Yp t2d nrT57- 3 SE ` STA. O t 7/.22 7 STA . 3 -�- 98.92 [uESr EGIST GGY.,4TEO BEf�//y0 S/OEl1/QL�(GS. (4�--- CONSTRUCT 8" P.C .C . CURB G GUTTER PER CITY STD . 303. 228 �-•F YALE_OR/VI 5 CONSTRUCT 6" P.C .C . CURB & GUTTER PER DETAII. SHEET 1. _ fr, lD27 L.F STi4. O�•&1o.37 /� ST.4 . 3 -*70•�02CONSTRUCT P.C .C . CROSS GUTTER & SPANDREL PER CITY STD . 309. _(ii38 •F N�wTO/V PL.gGE �- S STA. 8-+•/10.52 TO STA . 9+57. 0/ - , 7 CONSTRUCT CURB ONLY (12" TO 8" TRANSITION ) , DS L•F 7 /8 /8 7 �`// _ 7-/!r d Qpp�Of�Y�1�lTOn'�OMON,4 G!/� f,4'Ort/ r�/ ,�45,OD10 -� 8 CONSTRUCT CURB ONLY (8" TO 6" TRANSITION ) . //Q LF, 5-rA + 23 . 3 9 CSO 1 Q•S . /!1' Q � �l' /Q� 4.5; T,4 / f980D /fl0 l/DNI/t/�f ti ��CONSTRUCT 6" CURB ONLY PER CITY STD . 30L /, //O �''f STA . Ot43, 7"O /+ 59. z 1 • --. 7/8/05 ADDED ST.L/�!T 0 STA. ,0.069100 efdlol 10 CONSTRUCT 4- WIDE P.C .C . SIDEWALK PER CITY STD_. N O . 310 & 311. _, , °I47 5•F A ����, - BOX/A/L ET ' SRI-ASAW AIA L4- 5-rA . 04-4,5.e9 TO / 55. / j4 5 / /, it , J 7�8� REAUGdt/EO S.D. STA.0+9Z.loZ-3 t7J. 11 CONSTRUCT 61 WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. . 3,731 �F ,4R[_/�tJGTCA/ PLAGE �� LEvEL. rr / L//YE 12 CONSTRUCT IiANDICAP RAMP PER CITY STD . 1i0 . 310. B DETAIL"A" SHEET I Z3 6A STA 0 1&&.38 To .3177. /3 a. ,/� / '�` ��£ /VO. T� O,E.ScR/PT/Ow APP 13 CONSTRUCT P.C .0 . DRIVEWAY APPROACH PER CITY STD . 305. a DETAIL"A" SHEET I. /// ESI- �~ All" � � _ a INSTALL STOP SIGN PER CITY STD . NO . 402. __ / / < � // "� /O - E� CITY OF RANCHO CUCAMONGA 15 CONSTRUCT PAVEMENT TRANSITION WITH SIGNING PER CITY STD . 406. _ZZ L.F. 16 ADJUST SEWER MANHOLE TO GRADE. /7 44. ` FLusA tot" OAc,?-dfC� , f / yP_ICA - 5EQ ELQ/y_- '�p "� X �"� cAMOEA./ ORI VE TITLE SHEET OQ/VELc%4 y5 i I �?/C� 17 ADJUST WATER VALVE COVER & LID TO GRADE. _/ EA. "� �-� I t 'x IZ"bt.oc�•ou r STA. 2 t/7. 50 TC7 S Ti4 . 5�79. . 0 18 INSTALL STREET NAME SIGN PER CITY STD . 401 & 402. /3 f4 tuPl Yk FE-UT 0 19 INSTALL STREET LIGHTS. _ _ _ 3S EQ•U peNpe+- b°A`v 1 REMOVE EX/ST ; iy TRACT No.12532 /D E11• P. G. G O VM r' 20 RELOCATE POWER POLES (BY OTHERS) . _ 1 21 REMOVE EXISTING CONCRETE PAVEMENT . _ Z/, /7U ).F•® N / SULCJL^UT"TO _ 22 REMOVE EXISTING DRAINAGE CHANNEL tv12" WALL. f 51D.b Curb rACC ' /vE,4rEOGE APPROVED BY �� � lfJ' � 1t 24M CSU TTEL l�// � /f � ATE / :16 - I D I 23 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518. V� �'��ES Z CITY ENGINE R.C.E. 23889 X24 RAILROAD CROSSING PVM T MARKING PER CAL-TRANS STD.TRAFFIC MANUAL FIG.NO. 6.9. _[•S, _ DESIGNED BY. RECOMMENDED: 2g EMOVE EXISTING 12" WALL _-_._ __ _ _ -/� L.F. P. KAPP 8� ASSOC.,�NC. -�-- ���J r�r�,+�' 7.E. 'Co ��'=�•� �� I b5. o DRAWN BY: 15892 PASADENA AVE. SHEET �" R-V,AL.UE Co/ '��T �----j TUSTIN , CALIFORNIA 92680 !od L.F• / 9 CONSTRUCT A.C. TAPER W/8" a 12" BERM. _ - - 2'i CONSTRUCT SIDEWALK BARRICADE PER STD. 404. _ BO L.F. `r^yPIC/�/�/^SECrJ�ON G Q 4 7,10/5757 OF Z8 CONSTRUCT 4�' PC.C. SIDEWALK PER CITY STD. 304.�/NPrA/YOEQ//v6) _ 877 �f AZi��MO/ 1A .4VC."UG /MAIL- 500 LdC�4T�ON CHECKED BY . DRAWING NO 2� CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD.507. `_ - _--- _ (/ E�4. - -- --- ---- � � r�i.ODTOf�Q•13f98.DO,4/yV JlOL/4/3ZOD��/7/ID.� AAAro Z4 m J. PP .E.22015 DATE g0� . J.I-V. 57-oo�o s e • /B '[.[.J��` NE,¢MO.SA � !Z'S��` S.�F�.�?• TQL1 C.tfS •`' FO. OQ/VE P//Y O/Y[c//5/OE NLLrUL., ¢'X¢'CD/YG BoX cuLVERr 3' E/cc�EST EC_. = !374.08• -.�' oil lscev+ p'YiE Y b•Y:( Y I , 1 i 1 I I 1 1 I i 1 I I I i 1 I - _ - _ _ _ I _ • i o -- v'� - 1 I I ! i [[./EST 3EL2M i /y0.2 T.y CIJ,l28 I I I � ! i " , _ NJ ; !V 1 1 ; A I , , , I � i i U i I ; - �, N J ! I I 1 Y� v i I � � : I o ; I o � a I it I m N I � _ I °4 i 'N � � o t 1 � i .✓�' O N P. / f i ', N i � (n \ I .,. I - , 07 _ I ► __ -- -- -- _ - - - - - , I , __-, ,�, . I ! ! ----.�-_ _� __-_T-- _-_�� � _ _ _ _ -- _ - _ o nib ! � � N N• l`, -J ---.- _- __-_-___ _.__ T__-- _-.- _- _- _ ___ __.__.- __- _____ _-- __� _ _ ___ _kL - _ I f / - � - — - . - — _ : ; ; : • i� 0� ui W � ! E, sr a cB c�rz � m � ; j i i , _ i __ _ _ I N .�l �0 � �• m � Ic S, IL ' > } \. dl ti N N t I ,d u 0 , Zd 0 N Ct n \ tt1 \ 4 0 I \ 1 O � i v � -cn I 1 *41 - -- - - _ -- - --- --- - I - - - -- -- - - -- -- -- - 1 - -- --- _ l \ 0 @DEQ S7r N vf�^� t ' i ! i j j \ ` "• — — — �` —4 J 1 AA•• l i ' vl I 1 I I i 1 O � � � 0 1 N I I , - N 1 N � I ; 414- C:�4 sr I J , N , 1 d i I -� � � � � mss• -� I �- i � � p I o i 1 i O G. SACA �b ,� I , � - - - - � - - - - - , 40 1 ; VViE Z2 774 Ie - - - _ - --- 1__. _________ _____1___ � d - -- - - - - - _.. - - -- - -- -- - - - 223 22•rl 225 2210 2 27 228 ! 2 3 CuQB �ZETuR/Y Q4 rd �owT� V1.5 r14 sr,QEer • ' A a = �'oo'oo" N � ,1;��• �; �� �, - SES SN�ET-•3 • � , L - 327' Q � Z r= 25 ' N Kl � � Q �� =ly 7' /8 !8' 7' d [J 1 I I t,: r•.-.,� 'IBJ �� a--d 5 S _ . I , �. I R = 25 'L = 52S w Q � � 1 ) 1D� N J OU r Q G d = •02 ' S5 "' Z 12 � 0 `,,��� ` 4 10 N V� 99 4. y. I\ 7-= 25.02 ' �i 71.98 /Y.89'�!L "E. 98.'.� % I�j��,v '6 i ,4 ,Z CfJ10A L CO __ N .Q V&/yup �o ,w � / 0 . y tiro' I �.� �'� < 1 �• -- - � - Ex/SrjrvG PGA NO. 6a3�4-O N 1 4 T,P M Lt&UrrZ:4 HLo1'12 /7 14 C_0"_577ZUCr1 el UQve rr� - N d,' 5C,4 LE = / =40 • 1 I I 0 1•I �� N Z I 77 tA Q d� _ 1 133' 33 2t28. 07- ';t- i�T '*f.► 00 , //' QaM01-14 d V6 . a Q i Q c oars rjzuc r/0/_/ mores 0 \ �0 Q CONSTRUCT A .C . PAVEMENT PER TYPICAL SECTION. 1���� \ 1 • 2 CONSTRUCT 1" A.C . CAP (INCLUDES FEATHER CAP - SEE TYPICAL SECTIDN) . !2 N.Gt�°3a'03 'cu. 3 CONSTRUCT 12" P.C .C . CURB & GUTTER PER CITY STD . 303. 1 40.820— do —�Z� 2i' 0 31�.9�' 40' ao.� 210 \ IL 4 CONSTRUCT 8" P.C .C. CURB GUTTER PER CITY STD . 303. 27 �O_ 0 � SLS \rJ i2 \a v-- � - !8 Q � Z�\ 5 CONSTRUCT 6" P.C .C . CURB 6 GUTTER PER DETAIL SHEET 1. 6 )----CONSTRUCTP.C .C . CROSS GUTTER 6 SPANDREL PER CITY STD . 311111D. �� V �Q \ /�• n �4 �tu i 7 CONSTRUCT CURB ONLY (12" TO U" TRANSTTIDN ) . N II M tu N O �� N v `V CONSTRUCT CURB ONLY 8" TO 6" TRANSITION). o��, o� N � � X3°1 QD `I I r(� 'Q� Jc0 42 � (� 43 'm � I- ,-- CONSTRUCT 6" CURB ONLY PER CITY STD . 30L CITY OF RANCHO`l� Vm Uv� - 10 CONSTRUCT 4' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 .6 311. ``� Nto � lll 11 —CONSTRUCT 6' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 6 311. AN AND PROFILE gymIN 18' /e �� ti � �N o p 0 " " PL Q N W�� 12 CONSTRUCT HANDICAP RAMP PER CITY STD . NO . 310. (SEE DETAIL A SHEET 11. � �ZG�IV.QLO � VL�ryuF- �VJ s a 13 CONSTRUCT P.C .C . DRIVEWAY APPROACH PER CITY STD . 30p.(SEE DETAIL-A- SHEET 1) ;STA. 223 -,1- 6aEP80 r0 5r4. 227{ 03. .34 SEE 5�1EEr4 14 INSTALL STOP SIGN PER CITY STD . NO . 402. t CAMDEAJ DR. 15 CONSTRUCT PAVEMENT TRANSITIDN WITH SIGNING PER CITY STD . 406. TRACT No . 12532 CI-11'20 �ZEJ'ZJr11YC/4TX� CU�ZB �ETUQ/YGX�TL1 16 ADJUST SEWER MANHOLE TO GRADE. t r , I APPROVED BY: DATE: - 7' Q / ` 4 = 8�' l12 ' /�" 17 ADJUST WATER VALVE COVER 6 LID TO GRADE. t2= 35.00 'L=55. /Ci' Q= 3155.00'G=5a. 60' ► CITY ENGINEER R.C.E. 23889 18 INSTALL STREET NAME SIGN PER CITY STD ., 401 6 402. r = 34. 82 DESIGNED BY. ISP. KAPP & ASSOC.,INC. RCJJ1�l1 ENDED IG 19 INSTALL STREET LHTS . V b 20 RELOCATE POWER POLES (BY OTHERS) . DRAWN BY : 15892 PASADENA AVE. • SHEET • 21 REMOVE EXISTING CONCRETE PAVEMENT . TUSTIN , CALIFORNIA 92680 ! ( 26 CONSTRUCT A.C.TAPER N//8"A.C.BERM -'5757 OF 9 2T CONSTRUCT SIDEWALK BARRICADE PER STD. 404. CHECKED BY -. 4 DRAWING NO 28 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY TD. 305. J. K PP E. 220 15 D E �Q� J. n. 6 7-00 0 /8'[�� ,yE•QMo.S� E'/Z'S/ S.PR.R. T'R�t CKS. ;: �. 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CQMD,E/V OR/VE ---- ----- --- -- {J) V 3 CONSTRUCT 12'" P.C .C . CURB & GUTTER PER CITY STD . 303. 16 ADJUST SEWER MANHOLE TO GRADE. AD_ = 8� 42 /� " �-a =/,3o'oo'oo y �j * ,' i N ,� . -. . /VEW TON j0L.4CE L2= 35' /. = 5a.8o' ,Q=e,../V ' L=/257' U) h N N _ 4 CONSTRUCTt 8" P.C .C . CURB & GUTTER PER CITY STD . 303. . 17 ADJUST WATER VALVE COVER & LID TO GRADE. • . ' TR* ACT No . 12532T 34.82 * ( 5 - CONSTRUCT 6" P.C .C . CURB & GUTTER PER DETAIL SHEET 1. 18 INSTALL STREET NAME SIGN PER CITY STD . 401 & 402.a- d = moo' /7' 4/ " O--d = �'io e`oo '/4 " NG' �' -// _ -� �6 -- CONSTRUCT P.C .C-. CROSS GUTTER & SPANDREL PER CITY STD . 308 �•�50�3. 19 INSTALL STREET LIGHT . , Q= 3-S' L = 55. /!o' Q= 2'5 ' L = 3� 27' U• v I . (• �J APPROVED BY: DATE: �, f `,'C Q �• �,V �' ��. 7 CONSTRUCT .CURB ONLY (12" TO V" TRANSITION ) . 20 RELOCATE POWER POLES (BY OTHERS) . ✓ r- 35. /8' T= 2�5A . CITY ENGINES R.C.E_ 23889 e-- d _ 004"00"�OI/ (F�__ � d _e-�oJ-!!• oJ 'Q�'" 10 . 0 ' 8 CONSTRUCT CURB ONLY (8" TO 6" TRANSITION ) . ~ 21 REMOVE EX LSTING CONCRETE PAVEMENT . �b,,Q) �j0 �'►jj\ �� �ti " " DESIGNED BY. ��+ R �OS(vIMNDED ,¢_ 25 � L= 3027 Q= 2:� L-=.3.0.27' �1 � �� ��J ;p ( 9 CONSTRUCT-6" CURB ONLY PER CITY STDpa . 30L 22 REMOVE EXISTING DRAINAGE CHANNEL & 12 WALL. J.P. KAPPEk ASSOC,,INC, C 'n¢ r T- 25 r 2� 10 CONSTRUCT 4' WIDE P.C .C . SIDEWALK PER CrTY STD . NO . 310 & 311. , L OCA L OEF�RE SS /O/y 23 cc�vsr �ocAL oeoQEssron� �Ea e/rr SrO. 5/8. 15892 PASADENA AVE. j - Q =4/ ' 24 . 35', a--d = ze',z&4f) 'Os)~ -- __---__- _____- - - --- -_ _ ---- DRAWN BY: SHEET 11 CONSTRUCT 6' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. Q7 con-sr. e <z<z1cnoE PFrz clrYSrz�. 40�1. TUSTIN , CALIFORNIA 92680 _ _ R=42 ' L= �• 3.r�-' LZ = 3c3 'G = /74 3/' C_�_TA_ � L ( 0' 757 � OF ' - 5'AL•� ' /"-4'0' T= 15.87' &_CONSTRUCT HANDICAP RAMP PER CITY STD . 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CAP (INCLUDES FEATHER CAP - SEE TYPICAL SECTION) . 15 CONSTRUCT PAVEMENT TRANSITION WITH SIGNING PER CITY STD . 406. SG..6LE " - � PLAN AND PROFILE 3 CONSTRUCT 12" P.C .C . CURB & GUTTER PER CITY STD . 303. 16 ADJUST SEWER MANHOLE TO GRADE. �U,Q Y& _ 0Q TQ WAKE)=IE1.0 CO4RT 4 CONSTRUCT 8" P.C .C . CURB & GUTTER PER CITY STD . 303. 17 ADJUST WATER VALVE COVER & LID TO GRADE. 1 . , " e " . ,. AWIAIV=_ 7_0A/ P CE " -d = 72 22 /�o �--a = �,00'oo I�- d = 7/ /8 /8 O--Lt = 37 /s 28 �XINGTO/V e�LACE ( 5r- CONSTRUCT 6 P.C .C . CURB & GUTTER PER DETAIL SHEET 1. 18 INSTALL STREET NAME SIGN PER CITY STD . 401 & 402. Q= 2`j L= 3/58 ,Q =Q3 L = &7. 54 IZ=43 G = 535/ Q=roo' G= 3 02 Or- CONSTRUCT P.C .C . CROSS GUTTER & SPANDREL PER CITY STD . 308. 19 INSTALL STREET LIGHTS . r=/6.00 r=43T- 30. 84- ' r= 20. 23' TRACT N0 . 12532 a = �o'oo'Gb y f 6 =a,?- 35" 30" �t _ x'55'23 " N d = 2s4'30'57" 7 CONSTRUCT CURB ONLY (I2" TO 8" TRANSITB3N ) . 20 RELOCATE POWER POLES (BY OTHERS) . - �- � � , � APPROVED BY: DATE:6- 8 CONSTRUCT CURB ONLY (8" TO 6" TRANSITION) . 21 REMOVE EXISTING CONCRETE PAVEMENT . uQ= 25, L= 3� 27 a = 5/, L=55. 7/ Q = 5/ Lz80,03 Q=38 L = ----�L--- T- 25 3/ T- 5/. 83 CITY ENGINEE R.C.E. 23889 9 CONSTRUCT 6" CURB ONLY PER CITY STD . 30L 22 REMOVE EXISTING DRAINAGE CHANNEL & 12" WALL. v , y n . , 53 O J Ga--d = as, /7 3J O--d = 4/ 24 35 DESIGNED BY RECOM ENDED 10 CONSTRUCT 4' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. 23 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518. �J ,�=Go' L= 22. 2 ' ,Q� 2g' t- 2a-0�,' Q ' 42 ' L = 3o. 35 ' .P. KAPP a ASSOC.,INC. �5 � 11 CONSTRUCT 6' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. 7-=//�oC) T= IF 135' T= /5.87 ' h r „ , , DRAWN BY, 15892 PASADENA AVE_ SHEET 12 CONSTRUCT HANDICAP RAMP PER CITY STD . NO . 310. 8 DETAIL"A" SHEET I. - d =13-3 eafo /g �--L) = 7/ /8 /8 -d '2Co2 4� 0� TUSTIN , CALIFORNIA 92680 r_i 7i 13 CONSTRUCT P.C .C . DRIVEWAY APPROACH PER CITY STD . 305. 2 = 5/ ' L=//x.07' Q= 25' G= 3/.//' Q= 3g " C =/74. 31 ( 14) 730 - 57 5 OF 14 INSTALL STOP SIGN PER CITY STD • NO . 402. -' T= lt�.4� ' T= /7. 03 ' CHECKED BY : \ DRAWING' NO. J. P. APP E. 22015 DATE .J.N.07-OOIo N : e)V , � c /0' LL/10 /-/E,¢A4(f25.4 E'10 ' S/jj�_ S.,It Q.Q. 7ZZ.4CAeS, • Fp. O,cZ/vE P//V 6w t u/SiOE 1-/Otr1L, a'X Q'CGYYG. BoX cuz- vEAzr 3' elLIESr EL_ _ /37!1.00 E. /� IE. . , b`VY .u1X11 b F Y • " ! ! , t I I i 1 I i 1 1 , I i 1 , i I , I I I i 1 i i i I i t i , i t I I V I i i �! i I i I ., i i i i ! I I ! I 1 I I i i ! I I i I I I ! i I 1 I I I I I ' ( , , � � � { I I. ., i. J 4 1 --. i. ! 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PAVEMENT PER TYPICAL SECTION. 14 INSTALL STOP SIGN PER CITY STD .ISO . 402. • . j'= //,COO' PLAN AND PROFILE v N 15 CONSTRUCT PAVEMENT TRANSITION WITH SIGfiING PER CITY STD . 406.'` d = 9O'QQ`O��� ' 2 CONSTRUCT 1 A .C . CAP (INCLUDES FEATHER CAP - SEE TYPICAL SECTION ) . rte--- _ _ �1RL//VGTOIV PLACE 3 CONSTRUCT 12" P .C .C . CURB & GUTTER PER CITY STD . 303. A ADJUST SEWER MANHOLE TO GRADE. I r= 25 ' L-- 3927' CA4ESAPEA KE ORI VE r= 2s ' . 17 ADJUST WATER VALVE COVER & LID TO .GRADE. �� 4 CONSTRUCT 8" P.C .C . CURB & GUTTER PER CITY STD . 303. ` ((ter-- Q =�4,OIO`OO" TRA �T NO . 12532 5 CONSTRUCT 6" P.C .C . CURIP & GUTTER PER DETAIL SHEET 1. 18 INSTALL STREET NAME SIGN PER �TTY STD . 401 &, 402. ( �_43.G_ &754 ' 6 CONSTRUCT P.G .C . CROSS GUTTER & SPANDREL PER CITY STD . 308.- 19 INSTALL STREET LIGHTS. r= 43 ' APPROVED BY. DATE: 20 RELOCATE POWER POLES (BY OTHERS) . 7 CONSTRUCT CURB ONLY (12" TO 8" TRANSITION ) . �- - /33 •a�'/�~ CITY ENGINEE R.C.E. 23889 8 CONSTRUCT CURB ONLY (8" TO 6" TRANSITION ) . 21 ,REMOVE EXISTING CONCRETE PAVEMENT . Q= 5/ ' L=11�J.O7' 9 CONSTRUCT 6" CURB ONLY PER CITY STD . 30L 22 REMOVE EXISTING DRAINAGE CHANNEL & 12" WALL. r- //�.l1�' DESIGNED BY. R OS(vi�41 NDED J.P. KAPP a ASS OC.,I NC. 10 CONSTRUCT 4' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. @�� GonSrQucrurYPEZaj4l-zMAIry.�le07r Vr5o7 - 15892 PASADENA AVE. 11 CONSTRUCT 6' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. DRAWN BY: SNEET TUSTIN, CALIFORNIA 92680 M a ( ) 30 - 157 �F -� (D- 2 CONSTRUCT HANDICAP RAMP PER CITY STD . NO . 310. & DETAIL A SHEET I. CHECKED BY: �Q RAWING N0. I 13 ' CONSTRUCT P.C .C . DRIVEWAY APPROACH PER CITY STD . 305. J. KAPP R . 22015 DATE 1Olo J./V_ 87-OOIo r . _ - _ _ _ _ I - - __. __ _ . jOEN- C" MA�Z� go -8 /8'Lj/;�_ A-le,¢.44os,4 y/2's/o S,47,'7.R. r7zQCAt'_S, . - F!J- O4Z/VE �//Y 4:21v 4'u/5/OE NOc1_/L ., 4'X4,ccv1c . 400X CUL VE,CZT -5 'Ela-le ST 6L . =/374.CO n:DiF 1'I.-r.E V, DIE ISLE II .. p'r.` , p`Y-t y - •S14'f C I o-.•',,`( ,.PH1!(.-I ptwt - I ! I I I ! I 15- ��. 7 ! I 1 1 i i I i I I ' I i I I I I I i I I I I I ! E I ! I I f I i 1 ; i ! I i 1 i ! I I - I i I 1 , _ -I_ . - O.G- I 1 i i _, 1 I I _ 1 _ I I - I _ I .I _ - I - i - I I -2 7 ! 1 I i ' I , t i I I ! j } t O. G. t t } j i 1 I j J t 1 } _ I 1 - I - I _ i O.G. .. , : : � ;_. � , , i , -;- -:- �� -; I � -, �i 1 I ? -� I - - -+ � - l- -...J ., .__ i j I O.G. ! ; � I I I i i I 1 I a a I i i i ; d I I j I . I I I r , ; : L i - I _ _. _ - I I I .. I : e , -- -. i : 1 l a , , I I �_ 1 1 l _ - 2e J , ; 1 _. � 1 I _ I % _ I , /4 / - / ! I v a , a , 1 f 4 , N I ; I I , I I i 4 I I 1 1 I 1 I t j I I 1 1 i I I I 'I I V / I. 1 t I. 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CURB & GUTTER PER CITY STD . 303. 2= 05 L= 3� 27 v Q= S/ L_ = 55.7/ v ,2 =5/ L.=Bo•�3 SG,4LE / -40 �� 18 INSTALL STREET NAME SIGN PER CITY STD . 401 & 402. 7-- 25' T- 3/ ' �-=5/•83' YALE DRI VE ( 5 }-CONSTRUCT 6" P.C .C . CURB & GUTTER PER DETAIL SHEET 1. ` `/ 19 INSTALL STREET LIGHTS . a '6 =�'oQ'oQM F 4=4�• /7' 3Da - " TRACT NO . 12532 &__ CONSTRUCT P .C .C . CROSS GUTTER & SPANDREL PER CITY STD . 308. � �� �d - �/ /8 /8 20 RELOCATE POWER POLES (BY OTHERS) . �1Z -43' L.= �7. 5� ' Q 28' L= 24.0 ' Q 43' L= 53.5/' 7 CONSTRUCT CURB ONLY (12" TO 8" TRANSITIDN ) . - 21 REMOVE EXISTING CONCRETE PAVEMENT . T--- a3 ' r= /2.85 ' T= 30.84 ' APPROVED BY : - _ es- 8 • CONSTR15CT CURB ONLY (8" TO 6" TRANSITION ) . " '/ 11 � 22 REMOVE EXISTING DRAINAFGE CHANNEL & 12" WALL. ��- d - 2/ 53 a� &_ ¢/ 42 cx-Q = 7/ /8 ' /8~ 9 CONSTRUCT 6" CURB ONLY PER CITY STD . 30L ' . r.«..:.'a, . ,Q =6d0'L= 22. 2' Q=/50'L =a8.In4' Q = 25' L = 3/.//' CITY ENGINEE R.C.E. 23889 �- CO,^'5T. LOIG,41_ C�t:o,¢E55101Y Q�Q C/Ty 570. 5/8. T /A foU' J-= 24.Co�' T=/7 03' DESIGNED BY: // � RECOM ENDED 10 CONSTRUCT 4' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. " ii , 6 M d - 700 Z'2 ,/&,y J.P. KAPPB� ASSOC.,INC. �bs�` 11 CONSTRUCT 6' WIDE P.C .C . SIDEWALK PER CITY STD . NO . 310 & 311. - 4 =/33 �� /� E�_d - /8 Q/ QZ �- ,e = 5/ ' L- =//g•o7' Q =1&15' G= 54.82' Q =25,L= 3/58' DRAWN BY: 15892 PASADENA AVE. SHEET &_ CONSTRUCT HANDICAP RAMP PER CITY STD . NO . 310. 8 DETAIL"A" SHEET I. T= //9. 400 / T 27.Co S' 7--/8. 2o' TUSTI� OCALIORNIA 92680 7 of �- 13 CONSTRUCT P.C .C . DRIVEWAY APPROACH PER CVY STD . 305. 14 INSTALL STOP SIGN PER CITY STD ..NO . 402. . Q_4 /8"33 '07" CHECKED BY: DRAWING N0. Q =87 ' ' �O�o . r= /4. 2/ ' J. . K P PI.E. 220 15 DATI. J..,�X57- )C_ o .