Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1547
GENERAL NOTES : BENCH MARK BENCH MARK NO. i7 ELEV. ioo.sae 1 ) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF CH I Z. ' ' N.E. COR. CULVERT RANCHO CUCAMONGA STANDARDS , AND THE STANDARD SPECIFICATIONS FOR PUBLIC HDWL. O N.W. COR. HAVEN do WORKS CONSTRUCTION — CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH 19TH ST. AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS . CONSTRUCTION NOTES : QUANTITIES: 2) ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND , TELEPHONE OR POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE10 CONSTRUCT 3" A . C . OVER 4" A .B . 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 RB AND 24'GUTTER PER CITY OF RANCHO q95 L.F. - r CUCAMONGA STD. NO. 104 ,. 3) ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF T n �r n. Tr 3 CONSTRUCT SIDEWALK PER CITYOF RANCH UCAMONrA 3884 S.F WITH NE SITE A q'D SHALL BF SOLELY RESPONSIBLE �R A .Y EA ,1A 7F 0 EXISTING L C 0 C , e O FACILITIES RESULTING DIRECTLY CR INDIRECTLY FROM HIS O 'EGA 0^.S , WHETHER -ISTD . NO . 101 -A . W-4 ' OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 3,168 ST 4) A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING STD . NO . 10 1—A. W=1 6 ' , X=3 ' t UNLM55 OTHr_—FZWIclI; NOTEt- DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF COUNTYRANCHO CUCAMONGA EASEMENT OR RIGHT--rF--WAY . OF S 13FRNARDINO , C LI O ' A 5 INSTALL STREET LIGHT - 5800 LUMEN H . P . S . V . BY S . C . E . ,0 4 EA. PAID FOR AND COORDINATED BY DEVELOPER . 5) ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POINTS WITHIN (� REMOVE EXISTING CURB AND GUTTER WITHIN LIMITS SHOWN . 8&14 LRF 0 . 01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT O7 INSTALL TREES PER LEGEND ON THIS SHEET . 20 EA. WARPED OR VERTICAL CURVE AREAS . ® I4LM0VI!5 MIOTINGI! T125�f: WHICH CON r—LIGTC� V4Irp 3 E.R. 6) ALL SEWER , WATER , ELECTRIC , GAS , PHONE , OR OTHER UTILITY LATER ALS , rizoroeeP r zIVEWAY t-OCATION, AND SUBJECT TO MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . TREE REMOVAL PgUCT ERMIT. n r, T Ft s � �� F_ ::� � �:., _ .° -. - CG�iTY aP RANCHO �clucAMo UaGST�p NoAl02.MP � 7) COMPACTION TESTS OF EMBANKMENT CONSTRUCTION , TRENCH BACKFILL , COMPACTING �� r T _ : ORIGINAL GROUND AND ALL SNP- GRACES SHALL PF PFRFOR .IED AT NO CSS C THE , CONOT�UGTION NOTf✓5 FOFZ 5Tt2��T T�� [=5 e R N� F ! R P ? W THESE r,�PA T I N TESTS CITY OF RANCHO CUCAMO �A . A W TTE_N E: OR ITH ESE CO C 0 ES S - --�- ��-? _ SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 1 . AL ` L t< tS r HF PLACEMENT OF BASE MATERIALS AND/OR SURFACING . STANDARD PLANS . 8) AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 2 . ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY THE CITY ENGINEER , LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO FO R STANDARD PLANS , AS PROXIMITY TO HARDSC><1PE DIGTATMS. VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . 3 . PRIOR TO THE COMMENCEMENT OF ANY PLANTING , AN AGRONOMIC SOILS 9) PRIOR TO THE INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR . ANY UNUSUAL SUBMITTED TO THE CITY ENGINEER , LISTING ALL TESTS OR DETERMINATIONS TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL COMPLETED TO VERIFY R-VALUE , SIEVE ANALYSIS AND SANG EQUIVALENTOF AMENDMENTS , AS DETERMINED BY THE CITY INSPECTOR . AG:�RE GAT BA . E SE . _ 4 . ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 10 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS THE ENGINEERING DIVISION . TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL ) . 5 . STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 11 ) WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . SAN MATEO PLACE BRACHYCHrON POPUNNEUS / 25' 0.C. 15 GAL. LOS OSOS WAY BOTTLE TREE MIN. 12) IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE , A SOILS STERILANT II REGISTERED BY THE E . P . A. FOR USE UNDER A. C . AND P . C . C . SHALL BE II • UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL I) PAVEMENT WIDTH PRIOR TO PAVING. II 60 ' 13) ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE II CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN I) • oc DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN I) t• 30 ' 30 ' THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER II i ITEMS OF WORK . II 4 Apo 14) STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401—AI II 4�� AND 401—B SHALL BE CONSTRUCTED AT EACH INTERSECTION . II '''Q 12 ' 18 ' 18 ' 12 ' t: 15) CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM II RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED II 7 40S osps n I .I DURING CONSTRUCTION . UPON REQUEST , THE REQUIRED PLAN REVISIONS SHALL BE II w,�y 1 4 PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . II Q5 v 0 5 t• II : 16) WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT , CLEAN, HAZARD FREE , II 13 ORDERLY STATE , THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON II REQUEST OF THE INSPECTOR . II t• . 17) NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO ' '• 14 -_ -x_-� u ` FILL PLACEMENT . 18 CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED , TWO WORKING DAYS PRIOR III III TO EXCAVATION . PHONE NUMBER : (800)422-4133 . PROVIDED FOR YOUR II III b III CONVENIENCE ARE THE FOLLOWING : 11 III II �� 2 2 I► ►II III � �� A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT I II � TYP 1 CAE SECT I ON MR . BOB STALLINGS (213) 969-2718 � SAN M PLACE FOR BASE LINE ROAD CONSTRUCTION TI. = 5 R =70 B . GENERAL TELEPHONE (800) 422-4132 VARIES N T S FOR UNDERGROUND SERVICE 60 ' 3 \ 60 , T0 8 . 94 3 6 3 � 0' NOTE : REFER TO CITY OF RANCHO CUCAMONGA STANDARD N0. 110 FOR C. SOUTHERN CALIFORNIA GAS COMPANY (909) 798-7739 CROWN LINE TYPICAL SECTION 0 STANDARD KNUCKLE . 1981 WEST LUGONIA AVENUE SITE PLAN VARIES VARIES REDLANDS , CA 92373 30 30 10 SCALE: 1" = 100' VARIES D . CUCAMONGA COUNTY WATER DISTRICT (909) 987- 2591 VARIESJ 18 ' 118 ' -26 . 34 12 ' 9641 SAN BERNADINO ROAD 12 ' 18 18 ' 12 ' 1 1 I 5EE SHEET 2 F0F, REVISION RANCHO CUCAMONGA , CA 91730 NO. DESCRIPTION DATE BY Jiwe.Me■euc 1 E METROPOLITAN ETROPOLITAN WATER DISTRICT (909) 593-7474 ' 1 4 ' i 4 '1 � � 1 4 ' 4 ' 1 1 REVISIONS 0.50.5 P .O . BOX 54153 0.5 .90 0.5 LOS ANGELES , CA 90054 TRACT faitVARIE CITY OF RANCHO CUCAMONGA F . PACIFIC TELEPHONE COMPANY (909) 999-5639 / 2 2% 2' _ STREET IMPROVEMENT PLANS G. SOUTHERN CALIFORNIA EDISON COMPANY (909) 983-1746 422 NORTH SECOND STREET AVENUE 3 1 3 3 1 3 TRACT N0. 14116 o� �� UPLAND , CA 91 786 2 2 b 2 TITLE SHEET 1 9) THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL � VICIKHTY ITYP I CAL SION 6-30-71 APPROVED BY � DAT '+�� NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERIALS WITHIN THE ROADWAY TYP I CAL S I ON CIT( ENGINEER R.C.E. NO. 2495 HAVE BEEN INSTALLED , ALL ON-SITE IMPROVEMENTS INCLUDING AL GRADING HAVE BEEN COMPLETED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS LOS O WAY N.T.S. SANTA B PL . �ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER . DESIGNED: - � ��- RECOMMENDED T. I. = S R -1NTS o TI. = S R =10 MMB LL cl NTS DRAWN: 1470 S. VALLEY VISTA DR., surrE pqo SHEET MMB, CG DIAMOND BAR. CALIFORNIA 91765 1 OF 2 NOTE : REFER TO CITY OF RANCHO CUCAMONGA STANDARD NO. 1 1 0 FOR NOTE : REFER TO CITY OF RANCHO CUCAMONGA STANDARD NO. 1 1 0 FOR (909) 860-3566 TYPICAL SECTION ® STANDARD KNUCKLE . TYPICAL SECTION 0 STANDARD KNUCKLE . CHECKED: s DRAWING NO. R.C.E. N0. 390a�7_ `,,[� CITY DATE -� �� __ FILE NO._NF 003__ /J5_ , PROJECT SHEET N0. OF .0 42. l . IJoRTH � I'Lq.11 D.�i. 'jJ.� (7• ' i fv 05V N N D�T T.G. o.T. o,G. 4 � � � ��-- � i BENCHMARK N0.97 ELEV. 1430.888 C. N jM rt to N �: - Q" S E,xic-Triw6i Capout4tD�`EA�JT'TO, i H I�. ,.DWL. �,. N.E. 'COR. CULVERT c91 � �I� `} �� 1C1rC1GAl- 11. }� i� N l"1•$�t I 4�.�9�OT Opel o. - 199 H ST, NW. COR. HAVEN r ' 'j.1 i pdINT V '�' - -.�--- ,��• `� v D.G. 4`� 11�b0, . v� mF %Q . PF-opaco P e.0btH* T.G. . PI=14��• `1•D e � ted- - ' I E OTINU &;FC7UillP @�TAUTH TG• 4 P - l rb 3.20 �- i � � PI= �• � i o , ±� a eXI�TIN6l GRoUNI� �' 2='Z. •- 1- C?'l� :� >� t>i� 5 /. r ' m z' � v s fl. I vc -'Z•Oq•% m p k G,- �:� 2 S o T d- �. � � ` Pr-141q.90 ��- -1.31 4 "I.gg"/ � 'W f O 1- p f r St1 133 NC ILITtNU (SOU Nth @��►` IDE 'C1GlLL 4l. Z I d- GZ BI OT 01 e I- - 3 N � - . 1032,00 a oe 3� 07 _ - - 6X1 lNG 99-ou L= O. L=tGb. 6b' 4.01' O.G. s'' � ' v _ 2'` =- T. 45.24 _ f �PFDdCED C7/'WI: G� It��N1'IGAL pl�tNT , ,� _� 19©>�t) r)F ON rnor Ear es6���a • r- flit _ \'` - � o--2 `' � , � TR 11� N + -... , ���� � ��--.. _ ..�.�. / , Ta,. D. l.__a _ F TFC'�Gt7°.994/�R'�P� ,I;',q' .� ,E • _ - -- � . . --• - -- , -_ , , I 4iICa L X76.0 PFLOPO�at� �e OVeOZ = ±W yoo �. P;z � I 4PrBC ��v��Evo�844 ��SN ' �XIo3T1 PXIcqTIN61 Cai2ouf40 @ Wrx:r TG. - r � � o � . I�� � �a7°5�'ac'w o 3o.�z' 6 t5o1. 4 �g•�8 �j &,cuTH TG. _-'_ '� - - . ' ' `� �:3 j _ ' iTtAc.f bouN -N b1°Ai0'31oE UGTiON Mz o ro 5�v Nt TG. -- x.03' a tt opo 5 n ourN -rc. ;2b5;� I vo^ A�T4AL oWMUCTI01`I 1, 2 y. - O. Mi 4 . . . . N a(o°441' 0" d-"2 7�/�?" . . . . . . . . . '�� -I.46'�0 � � -�, �. 3p.03, �_ PT R=t1o3,o0 ,�:. . 2 p� 5 I Z.�d Z b� SY �. j w lu EXIT II I �' L=41•tb' . . . . . . . . . . . . I I�x15T• 0=82'x'37' rA.12952 Guv� t16N vti NT 454.12' Z �-2125o�D i' �2,3��0•t l r lam` V �1 1. .- «_ q� .- L1E {.. ._ _ , - 1 _- - -, 'T;z 12lez jtPb - •-• , - - _• -. - --.._, - - DES ON w' v' fs trNTICA►l. POINT - - 'fS •V!o � m p�� g2'r �Ctt9 N[aI UIioU Nib C- �lofzT H T G.. N ,M I b E TAS f � � � ��� _ r a, m a, I v _ > - ,3476 I DS N ICA�L f� � � NTS `oma s + dam � {� POINT dam `' v NiN - 40�VC 'VC �� �4"/4 Q Z� oC d- PI-14 .2 f'l=W82.54 V + - $ o O -4 3�°� V-.145% I �s -1.405 6z--5.50% -� S T w _ _ f -�' •� �0 '' '�;' PROFILE SCALES: . . . P1.14�°I�4 '. - 15 .�y PI= 14 0 `-,� . . . . . . . . VG s,= - -� HO RIZ: 1"=40' x -l.62�. r= �� ` ' �,= 1.qe VERT: 1 =4 .: -, h,., -.^►.-Y,,< .. - -,_ ! 1 I --. _ ___L l _ _� 1 1 1 . .a Y l .,.._. 4 1 r_�__��, _ J -�... _.1 _._1 .�1 �- =_ _. 1 - >__1�-,. a l s l_ 1. 1 1 - 1 _ _ .1 . .. _a (0+00 74.00 O-t-00 I -i'OD 2t0 4+00 5 + 00 SAN MATEO PLACE zr✓ Oros W4)or SANTA 15AR15ARA PLACE CONSTRUCTION NOTES: �,� ` 1 CONSTRUCT 3" A.C. OVER C A.B. 4� �P o 2 CONSTRUCTS" CURB AND 24" GUTTER PER 4 O , ^ a CITY OF RANCHO CUCAMONGA STD. NO. 104. 4 PT. CU;zb � ,fib 4,1D Po11NT V Q U O3 CONSTRUCT SIDEWALK PER CITY OF RANCHO �°'�ti \dry• ,L, 141 .21 Tc ' 'v t` V CUCAMONGA STD. N0. 101 -A. W = 4' 0+00 STREET A = -- - ---- 'A a 93$ a^ 7,'�'� �' �G m Q 2 - 40 CONSTRUCT DRIVE APPROACH PER CITY OF 7+98.29 SAN MATEO PLACE ;� �% 3 0 - �. N Q , Q RANCHO COCA pNGGA SSTD N 101 -A yy-16'. T , n^ P V t� X=3 + UNL. S bTH�I WI I: NOT�to. K11 ¢ '. ��a app' �• �Q 1 O5 INSTALL Sl k E LIGHT- 5800 LUMEN H.P.S.V. BY 6 Q ro J o� a3 yV S.C.E. , PAID FOR AND COORDINATED BY t T GT UND�RY rl, \ rbc _ r13� MA Cf�r ST. 4 \ 3 1)' DEVELOPER. 2 2 6' U Q �� 60 REMOVE EXISTING CURB AND GUTTER WITHIN LIMITS SHOWN. Z 4 2 v Zwa O 3 � J 1N5TAl-I. T���S 1�E12- L.��►{✓Ni� ON \ � a O `, �( e� v I.L � . \ z p <v 'o`� aQ �f t� l b!= 1 �i SNS T 2 1 2 � � o � '0 Q v I / �� �'pWT`J'1q \ g 9- �; ^ r 8 IzI:MOVI� �XISTIN61 TI2Er, W141CH I5tr� C7 _TA1 a G4��ae �, S 2 u 3 v tt m O CONr-LGTS WITH PI2oPo5r-p Ix V rl IK' ON T1415 �EET °,�. 3 � �' {DS US � 30. m,`4 2 m' ,i 11 Q�'��' PP-lV!✓WAY LOCATION, AND SUBJEGT PT 15 i E � S S' �, I G'�. 8`l i c�I FOR k 1-1. Q a o I CZE lib - �• iNr T TREE REMOVAL PERMIT � 1 �. REV16M M N G M In r'o - TG 1 0 GLI FZ� lS� EXl`S 14f�if.8fo FL cl [ � P .7 .,1 6 2 \ q\ 14"15.58 TG a •� ` ii C.L. LK --- g' _ E,� O CONSTtzUGT HANt01GApp�p AGG�55 -. - ■ 1� 9 > '{ - .•. ! 11 2+69.75 STREET A"= M >� 1 5E� CerA L5 A �8 ��'�A`P cK� oc �' ; E _ - o RAMP Pe Ft CITY OF- F-ANCHO DETAILa ~ _ �' 4+96.55 SANTA BARBARA PLACE CUCAMC�NC-�A STH NO. 102 . A�oVE Foil \ r �� - ___-�, AM � �-1 i ) -� 5 REV15ED CUR13 C lAlt5 ALIGNME'`� Ip�IV�H \� 1 �'I ��/ ALIGNMENTgoA Y"' U �' y 4 App 'N ` 0. s re' C `n w �2.�' GFS � -� i---�r �� _ � •S /- _' O 2 � n .4 � 000" As+8 _ _ 7 % k X 3 4 LINE DATA 9.74 n �t94 3 _ . - J SMH ^N. �t%� 4 g 1 TY. 5 'Bo- ' � BEGIN CROWN 1 �'`' p TIp N -0- TRANS[ TGh N 6EgIZ1NG LENGTH 483.2gtC j 3 rL?�1F er '� 3 C.L. DRIVE 1 1 �U y, '' f 2+41.06 BCR 2 _ o ti� qv r- -- ---_ ___ -- >L 1 4 24. 13' 74 _ -- • n 6 � � `N �U 4 t 3 3.8 6 E.C R FO �� x�m ��N �� \� SPE✓/SED CURB AL/�s/1/MEA/T pErP QETiJ/LS :9' O N 54 55541 !r I(o•hj' N D CURB �Q7 6+56.Q 5 6.6 - f Q� s dr a v \ 3 2 � 4 TI2AN011'►D � 3 .,.�. by V� At�pt�OAGH 1 I!7•fG � � o +��` S LOT C OF o J'- � � � /Q B TO MATCH E.1'/5T. /MPiPO{�EMErYT.S TOTif�f g�30 ?� kf/ 6+44. 2 - 4 Fl, 4+15.09 - r :�1 0°. /¢ 7 .o �iL \, }' �/ N'f$T BY OH'/G�YT FiPE/YC/Y CURVE DATA 4 C.L. KIVE ,t a (►�g2'1o1 14 4 3 4 C.L. DRIVE 7¢���\ r�CT /2 45.t \,�09 F `I s 1 7 , 8 ,� ��i _ 'Assoc U I 6+29.66 TRACT App DAGH �'��� A 15 14 Appf�cAGH _a�z I" 3+97.28- TRACT �,�ti ` 3 , No. DESckIFs1loN DATE BY • - 1414•x''1 REVISIONS -- - - B U U N[)ANY C.L. a��� TG '� E.c. °' �'��oP A 08'37'0T 1121 .00' 168.63' 84.47' 3D'OF 1 h 37�OF Q EXIST. rOBERlW10`ED �:- --__ ij, ����� BEGIN CONSTRUCTION s•�,I�T I 45T"614T N'/rH/N C/rY�P/CHT-OF-IY•4Y _ _ + _ OT 47P CITY OF R�� CH4 CUC I 'C GA -9- -tee e3 -gree,- -se sem-- -3e - Q I .� CURB 72.71 0 ` 3+63.23 E.C. _ CURa � � CON_ BEGIN LOT 48 rgX --� -1 193-9e'-- -19fr.fi'- -fie`- / (� ,Id gE NSTCN & b 2! -� ` �O RELOCATE EXISTING LAI GIN CROWN LINE Apple? STREET LIGHT AS STREET IMPROVEMENT PLANS EX I ST. W,4LL 70 BERE�t-IOt�EO U SHOWN D - , 0'00'05" ,02.00' ,7.80' 8.93' wrryiN c1rrR1sHr-oF�Y,9Y ; �. , g , � t-�-�=! m II ; I �• 111111111 � TRACT NO. 14116 i E 127'35'55" 58.00' 129.17' 117.87' 5+73 - -EXISTING bo' 0 3+42 - EXISTING S- ,qp �T/�� a,�jvc- F- F 107 05'23" 27.00' 50.46' 36.55' STREET LIGHT W STREET LIGHT p 'qCh/ SAN• MATEO PL., SANTA BARBARA PL., SANTA CLARA CT. , I , ;<1 �I U J/ LOS OSOS WAY G 10'00'G5" 102.00' 17.80' 8.93' 2 EXISTING R/W - 2' ' EXISTING R/W �� I 2V 10.¢0 APPROVED BY DATE6 -oP/-fItS H 10'00'05" 102.00' 17.80' 8.93' 12' AZ I CITY ENGINEER _ R.C.E. N0. 24953_ • �I \\ U I 85'02'12" 58.00' $6.08' 53.18' I I \\ I �� DESIGNED: ��� RECOMMENDED -- . 5E E PgA I G 116� E�'T' W53 (3C� ) Td BE INSTALLED AT MMB, DG _ _ �� SOUTHEAST CORNER OF SANTA J 65'02'10" 27.00' 30.65' 17.21 ' T.. . ,.T . •-, ,,. -.•- „ T�. . „T • ,,. '-.,..-,. DRAWN: ` SHEEP K - � ' •' ' - ' '`" '-'- `- R 5A TA " ' ' ��-' '`" '"'-`" \\ � CLARA COURT RND SAN 9�NIT0 1470 S. VALLEY VISTA DRIVE " 17.80' 8.92' 10'00 00 102.00 ,D,����//�/6' ///�, ���T 7 of%2 BAF-EARA F2LAC5. IMPF20VFMENTS AliEn���c MMB, CG suffE III 290 2 of 2 DIAMOND BAR, CALIFORNIA 91765 _._ f-OQ �✓- 4AI �•41E0 PL.9C� /�-//�i201�EN1Eit/T'S F'OiF �PEFE�PENC5 ONLY sEE ��' /NG !//6 5f���J' 6 4F/? CHECKED: �j�- /�,�q(90 ) 860-3566 DRAWING N0. p /+ // Foe sAwrx CZ04, f '� c�o�,Pr �rv�Pi�ovF�FNTS CITY a - R.C.E. NO. 3-4087 _ q7 E•O� �EF4'/� ENC 5 O//'C y FOR �,EF�'it'�'/VC,� (,7/V y DAZE .5-i- f5 - FILE NO.-325003 _ ��7 (- PROJECT SHEET NO. 2_ 'OF 9