The URL can be used to link to this page

Home My WebLink About1047 I I ESTIMATE OF QUANTITIES BENCHMARKS i ITEM DESCRIPTION QUANTITY UNIT REMARKS CONSTRUCTION NOTES ORIGIN BCONSTRUCTION B.N. 11 1 CurzP� A.N� �sUTTETZ TLEMDVAIr 54�o L.� U.S.C.S. BRASSRASS DI DISCC I STREET PLAN GENERAL NOTESN CONCRETE AT 'THE S•E. SET CHISELED SQUARE IN TOP OF WEST CURB Z A• 6. PANG--mEu-f 2EMoVAi_ 6,4-60 S_ ti CORNER OF WILSON AVENUE AND HERMOSA AVENUE- OF HAVEN AVENUE 47' LEFT OF STA. 253+50 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA 3 2CLOGATE TrLAI=FIG 2EG. S1G1.1 e_ d. SEE. SNEGT 2 1O• -•CONSTRUCT CURB AND GUTTER PER St0• NO- 303 (8' C•F•924' GiR•) ELEVATIION, 1781 •54 (DESTROYED BY SCHOOL CONST.) ELEVATION, 1124.03 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT GUrZR MUD UTTER. 55 GUfLI3 PKEE 19772 . L_F 2• CONSTRUCT CURB AND GUTTER PER STD- NO- 303 (80C•F•.2400TR•) EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONS18LE FOR ADHERENCE TO ' 3O. -CONS1RUCt CURB AND GUitER PER Si0• NO- 303 (12'C.F..248GTR.) CONSTRUCTION S.M., CONSTRUCTION B•N• : � THESE STANDARDS AND SPECIFICATIONS. 5 GLIIZO AND &UTTf_V_ , 2)" GC1P� PAGE 2I X00- L•F a-CONSTRUCT FIRE ACCESS CURB PER SiD. NO- 902 SET CHISELED SQUARE IN TOP OF WEST CURB OF NAIL AND TAG STAMPED A.E. 8M IN IOP OF EAST ro ealz0 aki17 &LIT'rev i IZIaP�! E. 0jv--, PAUL l0 L.� SO. -CONSTRUCT CURB ONLY PER STD• NO- 301 HAVEN AVENUE 47' LEFT OF STA. 259+76.6 CURB OF HERMOSA AVE. 1732' S• r,,' WILSON AVE. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 7 FitZE �•GCE�i� GLIEF.5- AM17 GUTTEtz. ((D L•P 8a• -- CONSTRUCT SIDEWALK PER SID. NO. 310 EIEVATION� 1770.00 EIEVATiON� 1683.19 l' VALVES, FIRE HYDRANTS1 ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY S LOtIjGIZETE S117EWALK 147010 S.fir. l ut7 ,jy Z�VE IA_P¢aA4Aies & CONSTRUCT SPANDREL RAMP PER St0• NO. 310 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 1S TO BE DONE SHALL BE REMOVED 8a. --CONSTRUCT SPANDREL AND GUTTER PER SID- N0. 308 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CiTY OF RANCHO Dtz►vE APPTZOACV4E�i lfiEPA4M&TE f TZUM SIDEW&L{� 21 C76 S.F 9- - CONSTRUCT DRIVE APPROACH PER SID- NO. 305. WNIS' UNLESS NOTED OTHERWISE l O L,UTZ>3 AM12 &U-TTE.7- I-L" GU122;� 1=,&LEE GUi L.Es 10. CONSTRUCT CONTIG- SIDEWALK iYPE OR- APPROACH PER SiD. NO 305 CUCAMONGA. ( I-rW 7* bUZTE2 - JW17 GiF"t2VEL_ 2-4-00 S.F11 • CONSTRUCT A•C• PAVEMENT AND AGO- BASE PER TYPICAL SECTION I. ALL GRADE STAKES SHALL 8E SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE I2 A.&&tZEGATE P?A.,iE 4`1 TI+tGK 825010 15-F12 INSTRlL STREET LIGHT (TYPE 5804-!) SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVA- 13• INSTALL STREET !PGE1 (TYPE 9500-L) I 3 A.•L. DAVEMEtJT --z7" Tt4(GK - 82SUL) S•F 14• INSTALL STREET NAME SIGN PER SID- NO'S- 401 AND 402 TION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 14- A.4. e)VE0La`C -7849 S.F BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. i 5 At7JUW 5EWEIz MA�INOLES, `CO &rLl&� 8 E,&. 18• INSTALL TRAFFIC REGULATORY SIGN AS NOTED 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE I (O AD.1Lt,�rr LTEM TO &rZdDE IO Ea, il• ADJUST MANHOLE 10 GRADE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 17. lllltiTALL T1Zt�rFIL TLE(�ULATdTLy `71 &U4, 4- EQ, 18• OITEM TD 62ADE OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 19• CONSTRUCT UCT RETAINING WALL PER BUILDING d SAFETY STANDARDS 1 8 fklL ,TAL.L STtZEEX LI&NT - 5800 L. l8 f&. S• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT ( 0) -'7T1ZE1✓T -TCLEEGi EA.. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CiTY OF RANCHO CUCAMONGA EASEMENT OR 20 Ik14T,,6.LL. OiTtZEE.T Il1WJ,,E St&kJe2 4 if 21 CONSTRUCT UNDER PER SECTION DRAIN PER SHEET N0. SO1 RIGHT-OF-WAY. iI MODIFIED INLET PER SECTION A-A ON SHEET 7 2 1 L1l]l7ETZ StbEVtilALK T72dil`15 4 E:h.. 0- G6k1�yr zLL_r UAIDETZ 1iIDEWAL.IC T7IZNIKI PEtZ VEfASLTl4l4 SHEET. 8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUS-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- MONGA- A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CiTY EN- GINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. T. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- NEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT SURFACING. 8• 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 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 9. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A-C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 10• ESTIMATE OF QUANTITIES IS PROVIDED SY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF, CONSTRUCTION QUANTITIES 9EFORE SUBMITTING A 810• ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECI- FICALLY LISTED 1N THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 11 • WORK SITE AVD EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD,FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SiTE SHALL BE CLEANED UPON REQUEST OF-THE INSPECTOR- 12. ALL SEWER. WATER. ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS. MA1N,9 OR CROSS- INGS SHALL BE CONSTRUCTED PRIOR TO PAVING- II- PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHA!! BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED 10 VERIFY R'-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. � 1 14• Ci TY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE NORTHRIDGE DRIVE _ _- CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE - REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR • APPROVAL. 111 ,, _ _ DRI _ NORTHRIDGE _ NO�NRtD�� '" Q 15• STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMdERS 401 AND 402 SHALL BE CON- ' ! tt DRIV£ f- H E R T I B 7 �1 I I STRUCIED AT EACH INTERSECTION. I W SHE T 4 I 16• CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 7 . _ Q MAHOGANY - COURT Q N - , -- _ - - I Z PROVIDED FOR CONVENIENCE ARE THE FOLLOWING, T A T � �� N I 8 �' / o I 7 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 3Q Q a a COURT -o a �1 4- W MR- 808 STALLINGS (213) 969-2718 30 LU S E T F- a -TERRACE �RALWO�- w - FOR BASE LINE ROAD CONSTRUCTION _ - MANZANITA DRIVE 3 121 i B' .. l 8' l2` 3 O V) SADDLEHILL - \ - B. GENERAL TELEPHONE (800) 422-4132 1 1 FOR UNDERGROUND SERVICE 4.5' io.-T' s.3' s.3' iD.l. ¢,5, O� � I" _ � H ET S � / 2 cr �.r � T C r N 10 8 7 I W Lij r ADJALE),IT &,LADE j 2' 2', N ~,, - gRIVE I 7 (SEE G¢AOI11G P(.Au} S Lull, ., _ �- LAVENDER__ COURT - I Q C. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 (o`✓GF i AD.JACEUT !!¢ADE �- T 2191 E. BIRCH STREET (114) 529-1010 (SEI: GrtAVICiB PLA►J) MANZANITA BRNA. CA. 92621 LEVEL a.17 0.27 0.38' LMD. CUCAMONGA COUNTY WATER DISTRICT 33 -- - :'.•.-.•- . Q 0 STRICT (71 4) 987-2591 . A 9641 SAN BERNARDINO ROAD 4" P.C.C. S l DE W ALk :.'i' I � -_�_ - LUPINE COURT_ RANCHO CUCAMONGA. CA. 91730 WI{EYE APPLIGASLE 4" ?L.C. SIGEWALIK (,G;,EE I-LAN) LD UST. 3' A . PAVEVAEUT WNElZE. AP?LILb$LE Q I E. METROPOLITAN WATER DISTRICT (71 4) 593-7414 AVE¢ 4" ACG. F,"A✓iF. ( SEE PLAN ) P.0• BOX 54153 LDASST. ?C.G. Cum 4 6UTTEQ a LOS ANGELES. CA. 90054 Fav- �Tv. Iso. 303 R T N 10827 a CORKWF PACIFIC TELEPHONE COMPANY (714) 999-5639 OOD C- CHAR WOOD COURT TYP tC AL TILT STREET SECTIOU - o I 17. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED SCALES= Ho2.a. 1"= Imo'; VEizT. 1" =4' � o i UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL T. i. ' S. e- -J 5, 3 ON SITE IMPROVEMENTS COMPLETED, AMD ALL UNACCEPTABLE PARKWAY AND ROADWAY 00 IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. iQ > HILLSIDE ROAD 1�102.TN214C0E r71Z1VE Ib. A.L.L. LOUPLILTlIU6 UT(LlTlES(T-H• W.M. ETL)6N6.LL FTE LOCA-TEP P5ENIA)9 S1nr=weLe. SILT7T7LE t-4 I LL TETZP_.C_P_= %"THRIDGE DRIVE _ - 1 -- - - W Q W ILSO KI AVEuuF_ U PRO,)ECT 51 T E 4.5 10.7' 9.3 y.3' Io.7' 4.s' 3 Q W 2 1 2 2 I 'E c�a i��l� I I�1D E x MAP 5 t'SF-e- IZAr &LADE t SGQ.LE l"=2�0' 91 Q LEMCDM AV Esil1E SEE 6¢AQ(LI 6 PL1uJ) B �.F. 0.34 a.17 0.s3i LEVEL_ LIt1E -a- -. H4C�kt LRII f7 AVElltll_ ,•-�< :', 4" P.L.L. �1DeWALIC DESCRIPTION OF REVISION DATE APPR. 4"P.G.LID (L ALk WHEQE APPLt AF3LE 11-7 Lt Q STfZEET No. l3:T WHr:¢E AwuLAP�LE GO1J5T. 3 A.L. PAVEMEIUT 0�eE FtAN� v�1zlE�i - ►Z A/llt�. CITY OF RANCHO CUCAMONGA ('hEE PLAN) OVETZ � A66. TJb,� 9 Erp. 3/s0/E8 GOAl�iT. ?C.L /_Ljw 4 6,uTrF_K W 1 i PETZ STD. 1Jo. 303 0 !?ETAMI)1(� WALL w 4 �'+rf °iyj' ,,� � GENERAL NOTES CONSTRUCTION NOTES TYPICAL CF SECTIONS, ESTIMATE OF QUANTITIES, BENCH MARKS, -TYPICAL LEVEL ST126ET 5EMOU wi (ti"2 ;16fZ& SIDEWALK WHEQE 0.PPLICA$).� VICINITY MAP INDEX MAP AND MISC. DETAILS PLACE Co xG uo.lo WME Mt=SN U l C I til lT'C MAP t-lU0 A2APTE2 S r OV�tz PIPE 1 F�EYONP 1J0 5 GALT; SI�LE�i NOILIZ. ("= l0' j VEZT 1"-42 - PIM 076TH WAIY5 TI. s 5 • 1Z' -7S 6"A.9 GLIQe, GUTTEQ TRACT N0. 10827 WE1'7"T21176,E PL_ ,G 5•°.R. .� - CONTRACTOR' S RESPONSIBILITY FOR SAFETY APPROVED BY DATE 3 ,. . CITY ENGINEERR•C.E• 23 0. 2% MILL, IN SUBMITTING A BIO FOR THIS WORK, THE CONRACTOR AGREES THAT HE SHALL - 7::� ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING ZUILIDE9 SIDEWALK QtZAIIU SiAAL � THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL DESIGN ASSOC I D ENGINEER S RECOMMENDED L ALMSMg7e1L FouruDRY � GO. IItD. A-470 PERSONS AND PROPERTYs THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 316 EAST E STREET QGi '1 r11 DETAIL A WITH 8" 0 TO QV_TA"&ULArZ PIP!✓ AND NOt BE LIMITED 10 NORMAL WORKING HOURS>f AND THAT THE CONTRACTOR !. DRAWN P•0. 80X 9419 SHEET Ut4dE2 '51DFs*aLK POEM A fff-rlm14 tufo. A- 4go SHALE DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS ONTARIO. CA. 91761 FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE (71 986-5818 1 OF`_6 tvdT TOdL�. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPiPNG FOR LIABILITY ARISING �� FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED R.C.E.11,? 4-4 DRWG• NO. . . EA)* CATB: 9 30 DALE A-13-91 -FILE N0.78-1468 104 7 ', 740 ............ ....................... ............... ........ .......................... ........... . ............. ............................ ------------ .......... ........... -.77T- .............. ........ ............ .............. ............ ........... ...................... .......... ................. ---_-_ ............ ..... ..............................------ .......... ........................ ............. 4� ------ ............. ............. ............ .................... ........... ................. ..................... ................................... V_ . ................ ull ,EA V7T KI 0 ........... .......... _T_ ................ 32" WE$, .......... .............. ------------------------ .............. ......................... ........... .......... ............ ............. ... .............. ...... ....... ... ........ ...................... N ............... ................. ........... .......... ..................................... ........................ .......... ............ ------------- .......... 7M .................... . ..... ................................ ............. ............ ........... �e,p .......... .......... ................... ...... C�7 ......................... ............................ ...................... ............. .............. .. .......... F. ............. ............ ?........... ........ ..... ........... ........... .......... .......... ....................... .... .. ..... ........................ ............... ----=------- ........... ................ ........... ............. ............... u 7-7 .......... .......... ................................... .............. ......... .................... T6P 6F F-XICT. ............... ..................... ----------. .................... ........... TOF 6F ex 112 0 to EAr2T 6 ....................... ............ 72G .................... .......... .......... ................ ............... .................. co N............................. ............................ W toft ................. ..... ........ ............ ............ ffAe7T 4U FZ ................... ............. ........ N ------ ............ F_K 11T A.C S EJ V_FA CE Lp........... ........... N .................... .................. ............. ........... .......... .. ....................... ........... .............. ............. ............. _------- ........................... ---------------- 7 0 720 ............. ............. ....................... . ........ ..................... 5(J ZPA4 F- '7 ........... ............ ........... L an ...... 0a 1PROFIL ........... .................. E:� ORIZ' J A +.......... 8-RT vo ...................... 12 13 14 15 16 17 18 19 20 21 22 PLAN 30' SCALE: I" z- 40' jz 18, 18, 11 Iz P I UX0 ST Q f-Eff ,,4 veev r v w-c-4 r _A141e /6 Alor eN rR 9649 WlrH, e9R Ple6VIOa6 W, eaN6re11er10V eV 77//_5 ;re4d7-7 N 2 Lv 00 _W HERMOS AVENUE 13+ A.ef zoo E 10 16�77 cvra, 70 rreg N 17 T-, I? XA 0 A 3 3' W W x 22� zz A7emo V96 ca 50, 12! 267 277 276 8 ro 'loll 266 cu* 31—OZ& WA!�� D2 FETZ ?L uj 4-0) r?_E MONI E e-_Okl�T. A-C, 12ANJEMEUT avfF-V- 4- 0 W EE W W _j W 278 _T\iF t Z A L SE6110U HETMOSN AVE. 275 268 �1 265 0 -S7 -T a e2-TA. E 0 Ir 0.4 0)5 W C7 + Ti. 7.0 sf-E. s H EE-r 4 -SEE _G"F_F_-r 4- DATE APPR A CO PLAN AND PROFILE ND O. 303 (12 C.F.. 24, F41ERMOSA AVENUE 4.e. I ro 7- 4 P @>_10SfALL SIREEr LIGHr (rfpF- uco-L) V,OT. A.Z. AOjusr IIAVECLE ro rRACT NO. 10827 TO ZEMAW DATE ell/4/0 r E- 3 ER R.C.E. a A&UTTF_rZ q17T 6"E.IZ 4" A.&& K7W-A--- DESI GN 31 -0 EAST E STREE7.7�Y?1,/.JNL Sr_6-r(8M- HEIZMO,5A PZ,4ej51_2 L11N1_2 5R6-WOZINV DR/-WN SHEET KAO-r rn J.Z. (714) 986-5818 2 OF 5TA. 14 +0 TO 5TA. 15 +?1 4-6 dr CHECKED R E 7 3 4 4 ORWG. NO. ' 15 TI.-- 1.0 SLOPE VARIES 2,85% +o 2.6,so/. �?TA 15+07.48 �-,TA IS+_-!,-7 .4S No . 10 -47 DATE 1-1 - FILE ........................ ..................- 7 ............ .................. .......... . .......... ........... .......... ....... ... .............. ...... .4 ................. . . ....... ....................... ..... ...................... ---------- ............ ............. ............. ....................... .......... t .......... ............... ........... ................ ... .......................... .................... .......... .............. ............7- -7: ........ .... . ........... ........... . ............ ................. .......... ............ ........... ........... ....... ............. t............. .......................... ........ ..............- ?11 Q % EX16-r 6WWVC0 ................... ... ............... . ........... ............... ........................ .................................. .......... ........... ........... ...................... .............. ............ .................. ........................................ .......... .................................. .. ........ .............. ...............-]:::wm::::::: ............................... ......................... ............. ............. .................... .......... 2 19 ................................... ........... .......... .................. ............. .......................... ............ ............ ............ ............. ............ Or ........... ...................... .......................................... .......................... ....................... =--------------........................... ........................ ---------- .......... .... ............................... .............................. > ........... ............ ------ .......................... ..................... ................. ........... ..... ...... ............ ............. .......... ............ ...... ............ .............. ------ i6T 6 UA)O ........................ ......................... ............. ............... .......... ...................... -4, . ......... .............. ...... .......... .............. ............. ........... .............. ... 4. .......... . ..................... .......... T-=, ra.4 .......... - ----- 1740 .......... ............................... ........... - ------ --- .................. ............................ .................... ................ .............. ...... ........ .............. ............ --------------------- ......... .......................... ................. .............. . ........... . ............... ........... ................ ........... .......... . .......... .................... ............. IN ......... ......... .................... ............ ............... ............. 4-d-., ............... ............. ............................ ........... ........... ............................ F74 , ................. .............. .............. ........... ............ ............... ..................... . ....... .... . ........... ............ . . ........ ...... . ......... .......... ................ .. ........................ ........... ......... .............. .............. ................... .............. ........................ ............................. .................................... .................................... . .......... i.......... ............. ........................ ............ ........... PROFILF . . . ............. ............ ............. E� HdR Z'- S�A .......... -4 + 4VEPT, I 0 1 2 3 4 5 PLAN SCALE: 1" 40' 194 260 259 258 257 256 255 254 253 262 261 SEE 5HEET 40 -7 OF -TRACT NO. FOK DRAiNACaE DETAILC5 + JOIN ��NN'T. ON ?T. H 504 4' 45.410 50-14, 44. 4-+5 3. 501 L 4 -3 1 6,?., Ta 170 o od -4 ..................................................... --------7-7 aL U-3 ul W rRACT NO. 10827 - 3 55.co I G2.85' F- IIJ 35. 50.0u 50-oz, UJ 203 250 251 252 204 49 247 248 2 0 246 245 271 0 to al 00 4 DATE APPR. PLAN AND PROFILE NORTHRIDGE DRIVE NORTHRIDGE DRIVE DR I VLc7 TRACT NO. 10827 0EKIOTE-S /-UZ\JE kJLlMF3F-TZ 0&1 FL&U Lor Mo. Z 40 7* aO 5.rA ri o,u a1w -157A r10A.1 P/w CONSTT UTT O. 303 (a APPROVED BY DATE (D-- 0 + 31 2.6 Z54 3 + 69 1 & T T ;;rR.) CIT R - o +- ) 0 --Z6 7 (��-- 2 4 6 2155 T 2 A 7 1 4- 61 4- �o 3 16' 0/1 DES I GN T T 104 lo( s.00' 16 3.ag, 6 Z.(Z�, 249� 17 Z57 ?- Z4- t "I 94 A. 109 462. 06 70 05, 301, 14-5.5 0' 2 4,� E+ 74- Zd 2,15 b 1 r7 0 DRAWN SHEET (o 16666, 4-zo 3d Azo 1 Z4.69' C-7 0 -S 4- UO. 305.13 (1 �u 1 71) d-Z. (714) 986-5818 OF 11 36, 50, w �510 1 12, lz 5 1 5+ -7 0 +-70 A03US-T -To n9AVE, DRWG. NO 14 I I 194. —2 4+ 1 6- Ed Z61 0+4� 16, -TS EXP ZA q1 30/dd 1047 117 CD 62 .00' —1�.1 0(a' r7&,* %9&.23, -1 b 2,6 A-+ �,o I DATE 3-13 WFILE NO-10-14-to 'i 7 ............ ........... ... ........ ......... ..... ............ ................ . --------1- 4---- ........... .......I .......... ----------- ................ ............ .............. ..... ...... ........--------- ....... ........... ............ ............ - -------- - T ------- ---- .............. .............. .......... 4 ..... ............. .............. ............ ............ .............. ............. .......... _----- ............ ..... ............ .... .................................... .......... ............. .............. ........... ........... 7 y .......... ................................ ............. .............. .............. ............. ... --- .................................. .............. ............ .............................. ------ .......... M4 ................. ............ ......... . . . ...... ----------- =1. - -,.......... ...... .......... . ............ .... ka t ............................... 7------ �j T 71 T-_ v ............ ................... 4-= . .... A3 IA ML Al Q T_ i� 1:11. :w:7-11 nr— f - .......... r% for .......... i Texl$_ NNN ..........- p - ...... .............. 03 P .......................... ....... .......... ............. ........ ..... .................... . ......... �ww� ------ 1_xq .......... ................ ..................... \j.................. ........... ............ .............. ........... ......................... . ........... ......................-1 .1 :1 ...........I.............?.— ............ ............ .. .. ........... fx =1=4- ..................... 7F7 ............... ............ 00 ............ .......... -------------- ............. ------ ........... I .......... ................ ........... ..... ......... j. .......... i T--,-\] 7 rsv ........... .............. j. k ............. ... lq0. Cup H- . ..... rl 0,u: ....................... 71 6 ............ ... ......... ............. + i,=,w I LIJ X w vrr. IN am Ell, 4 t�u ]]=T== ............ F�A T . ......... Z4 r4. ;- f I., `4.......... .......... ........... ............. ........... (y) 7771�': All ............ ........... ............ -------- \j NJ F74 A 1720 ....................... ........... r...........I=. . --l-1,11'... _v, ___- - , r.... ............. ------- 04 -- -------- f Vol-06450' -----------_ __111_1 - _ I I'll I : . c .7.............. 1�j ------ .......... > ..................... qS ---------- ------ ............ ............ ........ ...... V.C A -7 .......... ............. . . ..... .. ......... . Z3. F . ......... ----------- r<kN! ........... ............. ...... 7,7 ............... ---------- ................................ M .......... ........... v 0; ------- .......... -- ---- ------ , eloo ............. ............ ........... .......... Tr_ .......... .7= 4—+. ...... 7=_ ........ 7........................ ........ ............ Vw_ ................7,__:__ .......... ............. ...... ......... T w: ........... ............ .......... .......... k) T -7 2 ai F_ ......... –_--_- 7-7-77 7, rod ......... .......... ................. ... ........ ............t................. —-------- ........ ..........-—----- ..... ............ ;...... ............... . .......i__ ------------- ................ -7 . ...........; Q ............. -4\j ........ .......... .............. ........... ............ .............. -'V--T-� (4 4 44 4 NJ . ................ ............. :7-7 .................. I:_:::.7 W_' L ............ 3,1 1 .......... ........................ ...... ................... ............ ..N,� 1.11-1� _J1_4_I .......... ................... ............. ................. E_ A. _/.7 ............. ....._---_ 14_ qj - __ I v I I f - ___ - __I - - 4 T - -L � ql. .. .. ....... ... F---------- p 4 .......... .........- FtL 17 It - -— -------- .............. ............... E ............. 3 A L ORI T ..... ... ..... 77_1= VC- __T---------- . ..... .................. ------ PE ERT .... ........... a 6 7 8 9 10 7 8 9 10 1 PLAN SCALE : 1" 40 x 276 275 1+ 274 273 272 \j Z' 244 243 11 w 1z , 266 265 264 263 �2 262 261 . 260 w w + (10 F 137 + z 12 Lp z 10 q 3� 17' w w i 7 18-29' .40) ic 15 7. 42' 0 > ?10 5D.01, jij rn V I 107 17 < N LA :I- eV 7_1 /P I" wV. W-4 A Alit (" a -_�i." �I , � 25.001 J&.27, rn uj X n4l vzo Cb, 1 0 < , 0 (�o 11 7 12 IF lo U) (.0. 01, Lij 0 11 5* 45-07 (04.00 45.00, 6 rn 0 -- 12 rw 0j 7'y.*) uj 30- 11 7 1 C TYR) a* 246 T 2 LLJ 4-' Lij -L"Lf ?',') 33 232 x y 277 278 279 It 280 281 + + 14 10 X 00* < L 245 4. Cd <9 267 268 269 270 271 f SADDLEHILL TERRACE DATE [APPR. NORTHRIDGE DRIVE UE-MwEs /-UV-VE. KlUM6EZ Oki ?'Lb," 0 PLAN AND PROFILE e-- uOV5 LulzuF_ 17L-rA. NORTHRIDGE DR. a SADDLEHILL TR. klo L T 0121VE APPe0AjL-,q !F- 57-ATIOV..5 N UT I TR) 10-7 Z7.66 6'r 36, 661, -S2.ad 161-7 C D -.,FutrER PER Sri). NO. 703 (6 c.F..?j jrR.) (095 613.Od S-30 134 6d, 9 9.4.6, C51--zd iV012714RID nel vz5 EA049Z_,e7H1LL 76el-eAC&F zar Ala. 0 5mnov 9/w Z,07' Xlo� 2!- 574' 710At 01W I ?_.6d lu L647" t 6.Z7' z (a 1 1 + 67 117' 1 N ND E TRACT NO. 10827 33'.00, lz 60 -77' 3V 1 17. 74: 1 ol 3 9) + (Alz Z 7 2- 4) 117 (�/l- —ccosrRuer DRIVE PH N E TIALS By DATE Z75 6 + 80 1 11' 2_66 1811 Z25' 47" Z6. 41' (0. Z7' IER R.C.E. 1 2-6 4 7 +71 f 13' L74 9� +01 1 9' QD -INSTALL STREET LIGHT (TYPE 58CO-L) I I Z 1451.6n; 9&' 10V (14. 59 -52.63' Z(O -7 -7 7-1 1-79 -7 4-64 1 10), (9�_INSTALL STREET NME SIGN PER SID. NOIS. 401 AND M DESIGN S RECOMMENDED 11-5 2-7 -)d ' 690 16, :55" 42, 61' 2/d,(0 6' @__�,�_ OT EER V�9 — Z& (o SEE. 17L,&U 11 4: 7-76 SEE FUM i Q�_ T 04 A, -),/17/67 z-7. lod -7&0 6 1' -Z 4:' 4 57. 2 9' 50-13d Z(a7 SEt PLW __F&__r_ 0 zol ADJUST (TEM -TO 6RAl;?F_ 117(0 1 1 Z.jc�6, 18* Z6' 4-7 zn 4,7, (6.Z7' Zed b 7 4-11.1 11-1 DRAWN SHEET it M111" 77� 1-57 _-13,66 'Z 8& C�7' _55 I 17. 74: (7 A46- 581 a 4 C? -1 -4-61) zo, IL 7 1:1) 6 +04 OF 132, 11 Z. 00' ?E� 47" ZO 417' in 27 Z10 6 +4-6 z 0 �:<1142,e 5-1-4 DRWG. NO. R.C.E.1 f-:x 1rhf: ?1501d 1317 ?7 66 od c)o" 4-z.4(—F 2-7-60� Z71 95 0) 1 IL61 1047 DATI J-41-SI-FILE NO-j_b_-_14t0 I.......... .......................... I4 7... ...................... ................................. . ... ...... ....................-----------------............... . ........................................ .............. .......................... ..................... ...................-............. .... .................................. --------- .......... I............ -----------7T=' I............ I.......... ...........C__--------- .....t........ ............ ...................... ..... ........... ........................... .4............................... ............ N N.................. . . .. I.............. ky�I......................... ..... ...... �ex/-�s.................. ................................ .......................t�. .................. .................... I....................................... ................. -4............ .................................... r............ ........... --------- I................................................- ...................... ...... 4, .......................... .............. -npr 6F= Iq.............. N T-- :1.............. .................... -T.......... ---------- ................ . ........... ................. ... ....... NO............. ............ ..... ...................... .................... ............. ........................... .......................... t t t............ ........6� 7-................ ........................... ............................. .......... ...................... .............. —------------........... I.......... ...................... .................................. .... ............... .............. x t -r 6"T.......... ......................... 04------_--------............................. .......... .................... I. ......... ............... ............... ..... ................................. �10............ ............. ........... ................... +T.................. .. .......................... I............ 1710 I.................................. ................... 7.................... ....... I..... ................ Iv................... ... ................................................... I............ .................. ............... ............................................. ==::T=-............. ............ IVN............. I................................. --------... ....... ... ............................................... .................................... ..........I a3�:, 171 ...................... II.......... ------................................................................... I................................... ........ tj............ ......................................... I........... ............. I.................... . .................................................. -----------..................................... U)........................................... It............................ ................................................................... PROFIL� 1-A. N. In �5 I------ A� GR I Z- -=4 is� E Tj_ j -1710 0 2 3 4 5 6 12 PLAN SCALE: I 40 e�PUC E_S-f R 117&E 205 206 238 237 236 235 234'! 00 240 239 01 244 243 0 1+ 4 272 \9 L -z �\\ 1] I-0 L+ 4)50.'7 la' 1A n4- GO�j t 22 j(;00 t7 aid 4o 2)_4-7 440" ;F-i to 4 A %-P (9>4.00,od 'N zww LLJ -------- 0 1 L- p - � 4&-6 c9 I.0 cv i Z4.01'I15 2.V, 53.co TRACT NO. 10827 -3 Lu uj a oil 3e,.7 V) Lu 5EE SHEET 7 OF ()WG Ng 104(p FOR IDP-AIMA E DETAIL5+281 :30, 1 -30, 221 I232 226 225 224 222 231 230 229 228 227 223 A DATE PPR. 0" ADDLE HILL PLAN AND PROFILE 0 DEMO-TF-5 LUZiE OUtM3�EC OKI I-LNNiS, SADDLEHILL TERRACE eftJZ3 DRIVE PPROACI-1 Z57W-10k�S L T Z-07" Alo. Z 57,4MOIJ 01W Zor Xla, t 51,4 7'10AJ 91W I 1_1 -3 3.6d Ze)I a' 3&' 13 4� t I &I 1z' 2E3 SEE. PL&U I 1 3 4 SEE ?Ltkkl 14' B O. 203 (a jrR) TRACT NO. 10827 00 I t-z. ad &0 -LI, 0 9" (1Z . 4z, 6.z I' urr (6 O.F..24 .jrR.)t 21 4 5 16 2-6, Z-5 5 15 + OIS I q ND G' D BY DATE Y,12 Lg�Z 131 43 I 6. 26 00 -315' 42' -7-7- -7 V 3 P-) z 6, 2.22 (j 4 4- 43 I ER R.C. E. NO,(OZ-3192., 13Z A07-1 08' Lb41' '5I& C�0- 01' 4-7. 2-0, - 4- 6 W 4 a 1-33 1b. 06 V47'4d' 4 0. `2 V -713- 1517' 1z 2- (10 4- +- 6(,a ?. '5 7 4 z 1 9' DESIGN'Z'L 7 -5 4- &6 2 6' 2-�,9, 3 4- &17 1 FPR' O5v 6�6 TA16M T41S A RS RECOMMENDED 1;34 2-7- 60' 11 20 -6 C 4-51 4-2;1 IL 6 -3 +_ 0 9 1 3 0— VEhENr AND AGXG- BASE PER rfPICAL SECrICN f=v,.W. Vq A. �ury 57 GHr (ffP1E 58CO-L)'L-7. ej P.O. BOX 9419 z + &9 2140 + 917 1 9 DRAWN SHEET,+ iosrALL fRAFFIC, REGULAICRf SIGN AS NOrED r I'll 1 �14( boz -,00. le ,71 -d' I -3,5. 6 7. 3?-' 236 z + 6 3 2-O' 24_1 0 1 1 Y 3.Z. (714. 986-5818 ) _ OF.. 6 14Z 13 I 6. od I 0* 4- 9 6" el 6 -13, 4-?j r7'I 2-6 Z4.E &b _A9Ju1s;T k-TEM -To brz&,VF- E. -7-544 tN 7RA(43I 4&Z. 06 e -7 Z 30' -2, 1 4- 117 d Z45 1 +61z t CONSTRucr FIRE ACCESS GUR5 PER STP. 909 R C I I�. L�S - Zoo 1047 144- t r7 4S:' 2--?. 19-01, 233 5 61 '14-4 0 + �08 DATE L—J1_ff_'?FILE NO-16-14(e ....... .......................... ..................... 7..................... ... .................................. ........ ............. ............ ................................. ........... .................................................. ......................................... ............ ..................... I.......... .................................... ............. ................. ............... Q................................................ ......... .............. I....................................... W.t........................... .......... ........... .......................................... ........ ------......................... ..................... .......... ............................. ... L4......... .......... .......................... ........................................... ........................... .................... --------.................................................................. ------..............:............._................................................. .................................................. ........... .................. ........................................... ........................... .......................................................... ..................................... ................................. ........... ............ ....................................... ------------......................................................... 1 I.................................... ........................................... ................................... .. ........................................ .......... . ........................................... ....... ...... I........... cli........... .......................... ......................................................... ................................... .......... ......................... ....................................... ...... ..................................... ...............EE ...................... .......... I............... . .. . ................................................................... .................................................. ...........................................-----------...................... I........................ .................. I............ ............................ ----. ........... . . ................... ............. T__ i;�?4 4 V,<f I.......................................................................... ...................................... 3.44........................... ............ AP............................................... ......................................... ................................... I.............. I........... ........ IV,C,................................................ ITOR f-.......... 64........................................................................... N.................................. 1-7 0 0--................. F N................................................. N N............................. V.ic f4... -------- I............. .............. I..................... I. ........ ........ 44'......................................................... ....... -PROF[............................... SdA E$ HOPIZi L V Ek j I�7 0 0 1 4 6 PLAN SCALE : Ill = 401 M62TH 1�02&E f)FeW E+ 5HF-F-T 4 5 F_E 5,H E ET 4 30,_ -30,N 1z, 1w 272 271 Je + ? + L 114 ,+8 -7 f- 262 00, 4 z---.50 f 41 '71 r-/ II 0 0.-41 I-V IN ILI%A'I I7 261 17.&3' 22 1 1 @�s I z -71 ..............................................f, 23:3 244 + \\�-1 260 amwe N 245 243 0 X Z q, �13 24 40 DATE APPR WESTRIDGE PLACE PLAN AND PROFILE WESTRIDGE PLACE TRACT NO. 10827 0-- T R) DATE Y77-r,?7 0 t2F_K10TF_'7 ZUIZ\IE MUM�5EZ CM VL&We7 R-C-E. NO-'223 �ZU L7 2p /_1TV E i2bT4 DESIGN RECOMMENDED A-C- EERS Ub. 1z L L T -geq& -I'Al/ I (d�_ TT GHT (TYPE 56CO-L), i4 I&6 008' 3-3* 1 &, 0 I " 7 -7 4' 50-19 , 0—itisrALL STREET NAM G NO,$. 401 ND 102 INSTALL TRAFFIC REGULATORY SIGN AS NOTED DRAWN SHEET IIn -no' 47'29' a " I 0c) .4 1 , 68-07' GRACE J. Z. 714) a8.6-5818 6 0 F Z()z a 1 95.cd ty _?�31 a-00, 4.co' AI?JL1'5T ITEM TO 6,9_'APF_I 60�JlSTIZUCT UNM2 S112F_AIA.Lli� r,-V-AIU FatZ. DETA.IL 6M '�VAEE k- R.C.E. 1544 SX),0ATIS: 415dldd 1047 DATE FILE NO-Ifq-14�0