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GENERAL NOTES: STREET TREE NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF MAC a I ]. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC 0 0PLAN NO. 510. WORKS CONSTRUCTION - 1991 EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SPECIFICATIONS. SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, AMID O 11DIRA hl1P1R (0W1F= M1P= H7 D DETERMINED BY THE CITY INSPECTOR. WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE 67F21F= 1ET NS PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR ENGINEERING DIVISION. PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. • 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: STREET STRIPING AIS SIGNING CONSTRUCTION NOTES: QUANTITIES: TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �- CONSTRUCT ROADWAY SECTION, 3"AC/4" BASE (MIN. ) PER CITY OF RANCHO CUCAMONGA STD. 100-A. 885. 4 TONS AC / 1, 180. 5 TONS BASE 8a- PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401A dr 4018. 5 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 2o- CONSTRUCT ROADWAY SECTION, 4'AC/4" BASE (MIN. ) PER CITY OF RANCHO CUCAMONGA STD. 100-A. 159. 2 TONS AC / 159. 2 TONS BASE a- PLACE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 4018. 7 EA STREET TREE QUANTITIES ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CONSTRUCT 8" CURB AND 24' GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, TYPE A2-8. 5, 899 LF 61 STRIPE 12-INCH WHITE SOLID STRIPE 134 LF SYMBOL STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE QTY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 4a- CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A. 5, 232 SF 62 STRIPE DOUBLE YELLOW SOLID STRIPE WITH TYPE "D' MARKERS PER CITY OF RANCHO CUCAMONGA STD. 133 580 LFO MUSTANG ROAD PYRUS CALLERYANA BRADFORD PEAR 20' 0. C. 15 73 STAKES SHALL BE SET AT THE HINGE POINTS, EDGE OF PAVEMENT POINTS GALLON WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT a- CONSTRUCT SPANDREL AND GUTTER PER CITY RANCHO CUCAMONGA STD. 106-A. 420 SF 63 STRIPE TWO-WAY LEFT TURN LANE WITH TYPE 'D" MARKERS PER CITY OF RANCHO CUCAMONGA STD. 133 700 LF INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER o SHOWALTER COURT PYRUS CALLERYANA BRADFORD PEAR 20' 0. C. 15 5 AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 & 103. 6 EA @Y_ STRIPE WHITE SKIP STRIPE WITH TYPE 'G' MARKER PER CITY OF RANCHO CUCAMONGA STD. 133 2,251 LF O GALLON 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE DR OTHER UTILITY LATERALS, 7� CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. 12, 133 SF 65 PAINT 8-FOOT WHITE TURN ARROW 4 EA O BUCKTHORN AVENUE RHUS LANCER AFRICAN SUMAC 20' 0. C. 15 17 MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. GALLON 10 REMOVE EXISTING CURB AND GUTTER: 710 LF 66 STRIPE WHITE SKIP STRIPE WITH TYPE 'D' MARKERS PER CITY OF RANCHO CUCAMONGA STD. 133 485 LF 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, o BERYL STREET ERIOBOTRYA DEFLEXA BRONZE LOQUAT 25' 0. C. 15 6 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO I1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AS DIRECTED IN THE FIELD. 710 LF 67 INSTALL WITH STENCIL 8-FOOT WHITE LETTERS 'AHEAD" 2 EA O GALLON COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 13 ADJUST SEWER M. H. TO GRADE: 12 EA 68 INSTALL WITH STENCIL 8-FOOT WHITE LETTERS 'STOP' 8 EA O WILSON AVENUE LAGERSTROEMIA INDICA CRAPE MYRTLE HYBRID 20' 0.C. 15 3 PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. PARKWAYS LESS THAN Ir 'MUSKOGEE' LAVENDER FLOWERS GALLON 14 ADJUST WATER VALVES TO GRADE: 15 EA 69 STRIPE 4-INCH SOLID WHITE STRIPE WITH TYPE 'G' MARKERS PER CITY OF RANCHO CUCAMONGA STD. 133 350 LF PLANTING AREA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO o WILSON AVENUE CINNAMOMUM CAMPHORA CAMPHOR TREE 20' 0. C. 15 15 THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COLLETED TO 15 ADJUST STORM DRAIN M.H. TO GRADE: 2 EA 70 STRIPE 8-INCH SOLID WHITE STRIPE WITH TYPE 'G' MARKERS PER CITY OF RANCHO CUCAMONGA STD. 133 150 LF O PARKWAYS S' OR GREATER GALLON VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 16 PLACE 0. 10' MINIMUM AC CAP (PER DETAIL - SHT. 2) 575 SF 71 INSTALL TRAFFIC SIGN W-17 AND LEGEND 1 EA PLANTING AREA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR DETERMINATIONS 17 REMOVE EXISTING BARRICADE. 2 EA 72 INSTALL TRAFFIC SIGN R26 (S) 19 EA COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 18 ADJUST BLOW-OFF VALVES TO GRADE: I EA 73 INSTALL TRAFFIC SIGN R26 (B) 'NO STOPPING HERE TO CORNER' 2 EA 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 19 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. 1078. 4 EA 74 EXISTING W19 'PAVEMENT ENDS' SIGN OT BE REMOVED AND SALVAGED TO CITY YARD 1 EA TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 20 INSTALL STREET LIGHT, 5800 LUMEN H.P.S. V. BY S.C.E. , PAID AND COORDINATED BY DEVELOPER. 17 EA 75 EXISTING W53 'PAVEMENT ENDS' SIGN TO BE REMOVED AND SALVAGED TO CITY YARD 1 EA UTILITY COMPANIES: 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 21 INSTALL STREET LIGHT, 9500 LUMEN H.P.S. V. BY S.C.E., PAID AND COORDINATED BY DEVELOPER. 18 EA 76 INSTALL POST PER CITY OF RANCHO CUCAMONGA STD 401-8 7 EA CUCAMONGA COUNTY WATER DISTRICT SOUTHERN CALIFORNIA EDISON SCOTT CABLE T.V. ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 9641 SAN BERNARDINO ROAD 1351 E. FRANCIS STREET 9524 19TH ST. WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL 22 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101. 1 EA 77 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401-B 5 EA RANCHO CUCAMONGA, CA 91730 ONTARIO, CA 91761 ALTA LOMA, CA 91701 BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE (909) 987-2591 (909) 9474201 (909) 987-7122 NATIVE MATERIAL. 23 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. 107-A. 14 EA 78 INSTALL R1 'STOP' SIGN PER CITY OF RANCHO CUCAMONGA STD. 401-13 3 EA METROPOLITAN WATER DISTRICT SOUTHERN CALIFORNIA GAS GENERAL TELEPHONE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 24 CONSTRUCT ROADWAY SECTION 5' AC/6' BASE (MIN.) PER CITY OF RANCHO CUCAMONGA STD. 100-A. 2081. 5 TONS AC / 2498 TONS BASE P.O. BOX 54153 P.O. BOX 3000 9000 HELLMAN AVENUE STER I LANT REGISTERED BY THE E. P. A. FOR USE UNDER A.C. AND P.C. C. LOS ANGELES, CA 90054 REDLANDS, CA 92373 RANCHO CUCAMONGA, CA 91730 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR 25 INSTALL STREET TREE PER CITY OF RANCHO CUCAMONGA STD. 510 AND TREE CONSTRUCTION NOTES ON SHEET 1. 119 EA (213) 593-7474 (909) 798-7773 (909) 980-1526 FIELD FULL PAVEMENT WIDTH PRIOR TO PAVING. (909) 8654505 INSPECTION 26 CONSTRUCT COMMUNITY TRAIL PER RANCHO CUCAMONGA STD. 1003, FRONT ON. 1,535 LF 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 27 CONSTRUCT COMMUNITY TRAIL PER STD 1002A 8 CITY ENGINEER'S APPROVED LANDSCAPE PLAN. 1,752 SF � 1 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY w QUANTITY NOTES: ARABIAN DIVE NOTE: �` 6 7 I ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED 28 CONSTRUCT ]2' WIDE ROADWAY SECTION WITH 4 A.C. OVER 4 BASE AS DIRECTED IN THE FIELD. 1,576 SF �� 4 8 9 i 10 11 1. QUANTITIES ARE FOR PLAN CHECK ARABIAN DRIVE CUL-DE-SAC, DRAWING NO. 5 12 IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE � � ( � OTHER ITEMS OF WORK. 29 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. 10 EA AND BONDING PURPOSES ONLY. 445, SHEET 4 OF 5, REVISION 3 SHALL 3 �� © 7 7 ( � � BE CONSIDERED A PART OF THIS PROJECT, 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 SHALL 2. CONTRACTOR IS RESPONSIBLE FOR 6 BE CONSTRUCTED AT EACH INTERSECTION. CALCULATING OWN QUANTITIES. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 1 2 �� 15 14 13 II DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 16 J► ( � � ~ BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. O 17 4 I 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN HAZARD _ / 18 ~ FREE, / ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON19 REQUEST OF THE INSPECTOR. 11 - STORY DA I N CONSTRUCTION NOTES. QUANTITIES: 6 10 REMOVE EXISTING CURB AND GUTTER 174 LF 21 20 17. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AND ALL UTILITY HILLSIDE ROAD 10 i COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 30 CONSTRUCT 24" RCP, D - AS SHOWN ON PLAN 726 LF 23 22 24 W 3 � _ 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL "-" 27 26 31 CONSTRUCT 30 RCP, D - AS SHOWN ON PLAN 112 LF 'M NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN '^ INSTALLED, ALL ONSITE IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE 32 CONSTRUCT 36' RCP, D - AS SHOWN ON PLAN 98 LF 28 10 25 I PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE uj > I DIRECTION OF THE CITY ENGINEER. 33 CONSTRUCT 42' RCP, D - AS SHOWN ON PLAN 665 LF WILSON STREET SITE o - 11 N J � ? 9 34 CONSTRUCT 60" RCP, D - AS SHOWN ON PLAN 233 LF NOTICE: BANYAN STREET 35 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL CONSTRUCT 66" RCP, D - AS SHOWN ON PLAN 978 LF O INDICATES STREET IMPROVEMENT PLAN SHEET NUMBER 2-F M.P.S. D. DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 36 CONSTRUCT 72" RCP, D - AS SHOWN ON PLAN 220 LF BASELINE ROAD IFEX YAP 8 QpQFE. ;�, INDICATES STORM DRAIN IMPROVEMENT PLAN SHEET NUMBER SCALE: i"ee SLO STREET 37 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, CASE AS SHOWN ON PLAN 15 EA �i. y 10 INDICATES STRIPING AND SIGNING PLAN SHEET NUMBER 38 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307, CASE AS SHOWN ON PLAN 10 EA o W �`V A!• DOI T VWro. evrsc �/r�e _ n A > d� © *�40W nam A 1,�f Q� 39 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 2 EA ' SAN BERNARDINO FREEWAY /n00/FY TRS+/L �CNcE oN �S/tEE T a B Y c;Ty 40 CONSTRUCT MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 5 EA � . � 9 PRIVATE ENGINEER' S NOTICE TO CONTRACTOR: l "�c�e.� rates �,,, C Y VICINITY YAP 1, Q MKsw a► �����,�.����� DESCRIPTION OF REVISION DATE 41 CONSTRUCT TRANSITITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. 336 3 EA I APPROVED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN NOT TO SCALE PM 1 r�J9 kt7,p Q j ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OFE OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS 42 CONSTRUCT BRICK AND MORTAR BULKHEAD 4 EA ��`l1 CITY OF R CUCAMONGA PLAN. THE CONTRACTOR IS REQUIRED TO TAKE P A&,I,Q E ALL RECAUTIONARY MEASURES TOo CALL UNDER GROUND PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON @___ REMOVE EXISTING CONCRETE PAVEMENT 6 A. C. OVERLAY AND RECONSTRUCT WITH 4" AC / 4" BASE MATERIAL (12' MIN. WIDTH) 17,053 SF �J(`lip II N 47867 PLAN AIS PROF I LE THESE PLANS, AND IS RESPONS I BLE FOR THE PROTECTION OF, AND ANY DAMAGE TO 44 CONSTRUCT 8" P. V. C. BLEEDER LINE 245 LF 1p�' * M Imi�3 * O� ti sERwcE ALERT STREET IMPROVEMENT THESE LINES OR STRUCTURES. 4a HOURS BEFORE YOU OIG 45 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 331 3 EA ARK: �fq�' cw 0 � �� STORM DRAIN �- °F c"of G1 1-800-422-4133 NOTICE TO CONTRACTOR: /�, 46 CONSTRUCT 12" RCP, D - AS SHOWN ON PLAN 6A,15- LF CITY OF RANCHO CUCAMONGA /70. TRACT N 14207 '� �1 CD�' :' ftI ct 1,j"RGP P-AS ►PMOWA Cw P(4- QL , ow CHIZLEO ❑ ON TOP OF CURB AT WEST CURB 4' CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 3 EA RETURN, NORTHWEST CORNER OF HILLSIDE ROAD APPROVED BY: "' r 7 <� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR AND HILLSIDE COVE. ROFESSI Q THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: DATE: e N �_{ (cCu� JOBSAFCONDITIONSTY OF D RINGPERSTHE AND COURSEOF CONSTRUCTION NRTY, THAT HOF REQUIRTHIS ROJECTEMENT SHALNLCLPPNY 48 CONSTRUCT 24" X 24" X 48" DEEP BROOKS BOX I EA ELEVATION = 1883. 086 ��Q����N D. T����Fyc CITY ENGIN ER " R. C.E. N0. 24953 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THATTHE y�Q l� yn DESIGN REC MENDS CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS Of N 0. 30171 ;;oY' L. A. CONSTRUCTION NOTE: MAPCO FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 50 CONSTRUCT 36' CMP RISER DETAIL PER DETAIL AS SHOWN ON SHEET 7 2 EA EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE I-A SHEET PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SUBTRACT 4. 20 FEET FROM ELEVATIONS TO -_ V. C. P.O. BOX 5822 1 OF 11 THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. ADJUST TO CORRECT BENCHMARK ELEVATION. Q _ SAN BERNARDINO, CA 92412-5822 J} C!V 1�- �� ARREN D. TUTTLE, R. C. E. 30171 DATE CHECKED (909) 890- AWING NO. 9333 DR qrF OF CAL�F�� EXPIRATION DATE: MARCH 31, 2000 Y. D. T. 1667 PROJECT SHEET OF DOUBLE VERTICAL SCALE _ -_ - _ _ _ __ _ _ _ _ - _ _ _ � i i i i i i i I I I I I i i i i I j I I I j i I I i i i s i � i AT r12 LEFT I I i 1 1 , ---�-- -�--+-- --�-.+ ---�---�--- -- -�- --�--�--�---�--_�-_ - _ ---,----- _-�-_ --�_-�-- -- �---r-t- .- --�----�---1 --�-�----1--- ---�- -}.- --�-- ---�-----�- ---�----r- 1---�--+-- -�--- r , -�-cam t-- I - -�--- --�-- --}- --�- -fi--�-- +- --�--�--- - - -- -; -�--- - --,--- -�- I I I ! I ' I � I •.. I I - ' I ( • ' I /i I I _�--. - ___�. __-�--. _.�. ---�---�---�-_-�- _---�-_---•�---- -�--_ _ - ---�---- _-�-.- — -� �-_ � � ._ __�--_ I - 1 _-.�--. __--�_ _-i-__ .�.� .__ I � ; AT:22'� --- ---t- - �-� - -�- - - - -f -�-t--�- -� } - - -r --� - - - - - - - - - -t , � N ��.+� I • ..-'_.__._-1---f I , NA1�4 PV 1-1752. s4, ._ - _�_ .. ..__, �t I I t T t It I -'VA . �,,, d• i -..i i I j I • _..N r+ H �+ L r l I ' I . ' I 1 �+ Ib• ; i (4 IWOI I i i '" I I I i i - 1 lop �-1 - IL.. -�____.' IH v c3 ( I .. ! c3 �- 1_ j I I I I I I ^ I .n I i I ^ i I { ( IL I I i I v i I I r I I • I I PIT V; N - I I 10 4c 10 lip 0*0 + —_.�—__ 1 i STOP W GAB.__ I i •I I I ^ i ' I ' I I jT ' I � �� I fir' i-- � I j 1 i .� ' I •� I � I I I �- . , -� I I 1 •I I I EXIST - +- '.+�t---' t --t— - - I -1 - - oo -� i� I� - �� 1I �- �- �-- r - -- 'f ft AM -OF RA Tk sl 1 4- i MINI V"NA Z ' 1 T T T C + I j I I i I I I '� tE: l1RH. TH H ISE -ll�l I �. i _�- _ -_ _._ ! I i ; I 1 I I j I tC01 S 11-tq�OI Y, CTS 1420 I I ORI T . 6tGI I - t I _ 1 ATI j I 7 I THE CI Tl EVIG-IZR. - -fi - fi - - - -- - _� _ - _ �_� - - --1 -� _� _ -- --�- - - - -�-1-- - - -t- - -- - -; r - - - --}-- T 7 1 I 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 Z 23 0 WILSON AVENUE PROFILE SCALE =N to m it< 44' 52' ci --d GA VERT: l In m 8 ft o o W 112-11 32' 32' 20' 0 Nor co�c%sT�ucT HORZ: 1 In m 40 ftuj 90 Un I wE3TE��Y FEncc FENCE ADJACENT TO PROPERTY LINE ONLY W �.' FENCE ADJACENT TO PROPERTY LINE ONLY =N '�' V HERITAGE PARK 20 to - - ,N w< z b �� coi 2 s2 LANDSCAPE MAINTENANCE Z �\ o N ac r �V v z N mI m)<^ EASEMENT �+ o w ! \ 20 19 25 N o� �6 �� 13 20 N 12 �p NST w �� 20 s 24 �� 4'� ^ ^O N low' Iarn o < � COIV3TiQUCT • I "' CL TYP. '� roti' M Vi�j r� vi� N LJ�3TE� _y 8 `^� uwj — NI— — —NI- — — _ � 3 SEE LANDSCAPE PLANS FOR J N G� $}ti`' y N k� 7 28 3 f N STREET TREES IN THIS AREA o, VJ SEE GRADING PLAN FOR ��. 26' 159.66' o �, G 3' PCC SWALE TRANS. 0 104.91' 0 0 0 85.80 0 0 r. - 't o 12' COMMUNITY 26 4 TRAIL 26 6 �� 6 9 2 12' COMMON I YH TRAIL r. N A F.H. 1� — — — — — — — — — — — — — — — — — — — — — c� — — — — — — — — — — — — — — — — — — — — — — - EXISTING CURB AND GUTTER ih ------ �+ — WV � � { — —_ — — — _.rte �� �—EXISTING 8' CURB AND GUTTER PER CITY DWG NO. 790 N 10 ww� , _ — �� PER CITY DWG NO. 790 SHEET 15 DI 17 N ----- -- o 7 _ - — 'o — — — — — - — —�, — — —"' '� SHEET 16 OF 17 17— _ _ 18 _ _ 19 ———————--- - L—�- — — — _ — — — — —— — — — — — SMH 23 — 11 — 10 —24 — — — 26 — P^� 7 — — 28 — — -2+9 23 N 00'35'00' W SMH 16 ;r 10 2 1 Y 3 11`06 �h 28 11 15 / 13 N 00'35'00' W SMH — —29ti16— �L SDMH 28 11 -� --� �r 29 1tL -AV-- co _ = — —- - - - -- - - - - - - - - - --- -STING_B- -.- - - - - - - - ��\�� - - - - -- - - - - - - - E.P. -f FUTURE CATCH BASIN (rTl J 11 \ \\ II J W + I W w -4- Ln O "' PROPOSED 8' CURB AND GUTTER \►\\�1 II m cn cn uj CURVE DATA N N , in v NO. = R L T N 20 PROPOSED RIGHT-OF-WAY I I I I m ; 46-. - 35. 00 54. 84 34. 86 11 I - 11,19" 35. 00 55. 11 35. 14 i I 1 I N 1 Lo A5 bt�1ILT' ��• CONSTRUCTION NOTES: BERYL STREET N C/) I=I✓�1�soo CONSTRUCT ROADWAY SECTION, 4' AC / 4- BASE MINIMUM PER CITY OF RANCHO CUCAMONGA STD. 100-A PROPOSED WILSON AVENUE 3�—CONSTRUCT 8' CURB AND 24' GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, TYPE A2-8 �QEmovE GVE.STEiPc y �.�i c FE-,4cF hyo c�ic.SoN 1�CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A (MEDIAN TRAVERSE BROOM FINISH) PER TRACT NO. 13951 10 '0 y /T Y f)&- ?+ D CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 AND STD 103 (TRAVERSE BROOM FINISH) 5' L.M.E. DESCRIPTION OF REVISION DATE CITY '/WILSON (ONLY) APPROVED CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 LIMIT OF PLACE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 B. OVERLAY �i CITY OF RCUCAMONGA 10 REMOVE EXISTING CURB AND GUTTER. 0. 10 MIN. CALL UNDER GROUND I 1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AS DIRECTED IN THE FIELD. COLD PLANE OVERLAY PLAN N I % (� PLAN AID PROFILE 13 ADJUST SEWER M. H. TO GRADE I 75' SERN 14 ADJUST WATER VALVE TO GRADE CE ALERT PROP. BLOCK WALL 42 4 W33' H � DIG BERYL STREET N/WILSON (ONLY I 15 ADJUSTS.D. M. H. TO GRADE _ TRAIL FENCE S/WILSON 2 16 FROM 281. 41' SOUTH OF WILSON AVENUE (STA. 20+00. 00) (ONLY) 2� 1.95X-4.30% (1.80%-4.20x) TO 378. 09' NORTH OF WILSON AVENUE (STA. 26+59. 50) 16 PLACE 0. 10' MIN A. C. CAP AND JOIN PER DETAIL HEREON. , — _ — _ rExtsr. A. C .- 1-800-422-4133 19 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD 107 B (MEDIAN TRAVERSE BROOM FINISH) COLD PLANE 3' PLANTER 12' 5' EXIST. EXIST. 8' I TRACT N 14207 , 20 INSTALL STREET LIGHT, 5800 LUMEN H. P.S. V. BY S. C. E. , PAID AND COORDINATED BY DEVELOPER. EXISTING A.C. FOR I PAVEMENT A.C. BERM 0. 10' MIN. OVERLAY 26 OR 27 3 10 THIS WAS PREPARED UNDER MY D I RECT SUPERVISION: APPROVED BY: 23 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD 107-A AS QROFESS/�N I { , . , DATE: '� 25 INSTALL STREET TREE PER STD. 510 AND TREE CONSTRUCTION NOTES, ON SPIFFY 1. TYPICAL COLD PLANE DETAIL AS SHOWN ON PLAN BERYL STREET �`�� ��'N D• T�,T4�Fyc CITY ENGINEER �/✓ � ►- �«{� ! L�LI U R. C. E. 1Q6. 24953 P l DESIGN RE MM STA. 20+23.76 TO STA. 22+14.63 AND STA. 23+48.55 TO STA. 26+88.10 5 y� c<` y 26 CONSTRUCT COMMUNITY TRAIL PER STD. 1003, FRONT ON. NOT TO SCALE � �n TYPICAL SECTION W m M. L• A. MAPCO 27 CONSTRUCT COMMUNITY TRAIL PER STD. 1002A AND CITY ENGINEERS APPROVED LANDSCAPE PLAN. NOT TO SCALE N0. 30171 28 CONSTRUCT 12' WIDE ROADWAY SECTION WITH 4' A. C. OVER 4' MINIMUM BASE AS DIRECTED IN THE FIELD. R 4" AC / 4- BASE (MIN.) EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE 1-A SHEET =6 I. _ _ 29 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. T. _ A. V. C. P.O. BOX 5822 2 OF 11 SAN BERNARDINO, CA 92412-5822 OFF AL�F VA p��\P WARREN D. TUTTL , R. C. E. 30171 DATE CHECKED (909) 890-9333 DRAWING NO. EXPIRATION DATE: MARCH 31, 2000 W. D. T. 1667 PROJECT SHEET OF . , - / fi I __ _ . _ ____- _ � _-__ _ _ . - I . I _ - I � 11 . DOUBLE VERTICAL SCALE 11-1-1.----- 11 , 1 , 1 € 7 { - . ;' I atm[ Nioxi-- i 1 , • t 1 i i 1 ; + i j � I 1 i I , J + + , , , i' I J 1 I i I t ; I I I t I { i I i 1 6 1 i , i ; i ICM F A R O i � a C TY 0 R t�] 116 Ct�C M 116a t0. 1 ; C , < , , < + a, i , , , 1 1 1 'i7 4 � i i fi . • , i t I I 3 � { i CNiZIED 0" Ou TDP QF CUit6T UJEST tUtL� i . YI , + I € i+ ��' a CD RETUQ61� NORTHUIES'C F i RNE 111lLSID 4` I I CA E 'A . . . , `�L F aS . I r o > i 6O �` . f� . aa {�`,LL C �y `r M $ # R�� ill W�LJE �Y E. 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SOUTH F R=-O 6U° i I i i + i -i < -- - . , < I - -+_ EXISTING R/W GRADE @ 44' QU Q /.- r , ; , i t. � , } i; + 1 i ; i �.� } i i I 2 i 1 i i i - � i ; I t ! 1 i 1 I , I t j{ i i 1 �� 7 i i , i { , } I i - - - I I I i -. J i 1 , I t i i t i i i 1 � i i i jF{ t } + 4 { fi 1 - 1 i t i i i 1 f r I i I j ; r f i I i �� i C i l < t 1 } } i 1 ; 1 ; S 1 i i 1 �� i i �� 1 I , 1 I It{ i ; i i , ; : , , i i } • t t ` i. � i i 1 e i ` i , , 1 t i 1 i i I i 1 i 1 i , , i Y 1 M i I # 1 1 , t I ; i .. ` 1 , i I ! i r i + k I 1 i { I i �� _ i I { 1 i i I i i Y� 1 ; : : i I : I , ; , , ; 11 I, ,-- 14 15 17 PROFILE SCALES 18 19� 20 21 6,141 -11.841 YICLiES HORIZ: 1" • 40' \ . / CONSTRUCTION NOTES _ 5' ins - 4.94' - VERT: 1" @' �� EXISTINL 6LDCk WALL VARIES \ / Z CURVE DATA MIT" 4' GIQOUGT Ito% �0 NO R . L T 30_CONSTRUCT 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104,TYPE A2-8 FEM(E TD 15E 0.50' 0 21.00'001, 1400,00' 613,13' 259,48' (D4 -CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A PILOZEun 1% 1LACE � 13 � NW 21.00'00" 1368,00' 501,40' 253,54' ��ONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 p l N " `- 21.00'00" 1432,00' 24.86' 265,41' 0 PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 4010 4 401b 07URAL GUOIQD �•{ 1/4"/FT. 3 N `, N v o 18 � ,� ��� ,0 REMOVE EXISTING CURB AND GUTTER --1 I � 9 `�+c % � * � SEE APPROVED GRADING PLAN FOR SLOPE DETAILS i111D111_ul SCALE 'I%4W -s y • � w �� A it EMOVE EXISTING SIDEWALK - r ;A' a (1�REMOVE EXISTING DRIVEWAY - NOTE: 51UET TtEES SHALL BE �, 0 93 � . ..y�\\ �' 11 S'L.H.F. (& kAN1n/SPiaCED IN VV.XWPN iiREPIS V NiN. FOE Till: PLANTING ��� \ \\o' . r \ - 96' DJUST SEWER MR TO GRADE 1 � \• 1 J � � ,%\ AND VARIES 1 GiZEATESL T1MN 1.5. � 18 � Z 14 ADJUST W4TER VALVE TO GRADE (CF TO SY�I= Dr / rLANT%& AtW A. 1� �\ .._ 52• 44 1 23 � \E ,� I SECTION "X-X" R � y (9-ADJUST BLOW-OFF VALVES TO GRADE •� � P J P 2 32 32' 2' I 19 CONSTRUCT ODER SIDEWALK DRAIN PER RANCHO CUCAMONGA STD.107-8 STA. 13�8b.(nD TO STP. ISt93.00 cn \ 00 \� \� 21 - 2y, MIN AND VARIES 21 INSTALL STREETLIGHT 9500 LUMEN .S,V. BY S.C,E MJ T -TO SCA � , nn o \ \00• \� (i- G0 k '�' � 12' 5' 3 24 3 7 1 IN• �PA D AND COORINATED BY DEVELOPER. I LE G� 'c 0 � -(FtP\\' p� Q �� �L p 3 w, �i'M �( co g 6` 2 p:1 N0111 2.. 2 ONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101 C(MOOFFIED FOR = O'). j a v) �% .1\� �1 �1 NIA 0-` � SLOPE .11 2y0 cr `�i 3 ONSTRUCT CURBSIDE DRAIN WITH 40 to _ �1 N,5 ARE \ 3 4' GMM �� 21 \1 �1 �. N o�, 7-0 MAX "''v 2: 1 4 ONSTRUCT ROADWAY SECTION 5" AC / 6" BASE (MIN-) PVT- CITY OF 1 ANCFID 2 ; EES 1N� 27 '� \� N E �' '� p � � � SLOPE CUCAMONGA STD, 100-A, Er• ��� EEZ SR IR/ 3 • �'�9 ? 27 ^ 4 0.5• MAX. 9 U) SEE GRADING PLAN FOR N _j R •� o. �� INSTALL STREET TREE"PER STD. 510 AND TREE CONSTRUCTION NOTES,ON SHT. I a'PCC SWALE TRANS, 2 2 D L.A, FOR SS ,\ 66 92 �f 11; �, H 6g V * DISTANCE V ZIES MOM '5'-rO 10' 17 REMOVE EXISTING BARRICADE z 2 3 L LANDSCAPE P \ X40'. J 21 _ FitoM STIkTIoN 1'1+ 'fo S'fATI014 +54.34 t 27 CONSTRUCT COMMUNITY TRAIL PER STD.1002A AND CITY ENGINEERS ^ �, ,SEE , U 4 I APPROVED LANDSCAPE PLAN, n1a I.1 27 0 �' %% 11S' 2 \^ 3 '� I L S O N AVENUE , ®9 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD.134. ( I v, / 21 m n ,5 03 _ , TYPICAL SECTION , + C3 I o Sig 24 7 � ' �A C, - J n .IU acA� raw - �Cd IAI , 122. .o- 13 �-.y *_ ` t►- - s"Ae-/(v"ISASE (P4 IN.) - . WILSON 112J _ i ° �N0 � - 1. = 8.0 h EXIST, BLOCK WALL MEt f.€�+t•k.��+„ Q '3 N0.47$67, x; F y + N � o' -A I - - - - - - I R w Z 21 � I-L , © 21 " • 2 8 *�� G NTL ��* �►� ?.OIDO • EXIST. PCC C8G PER CITY EXIST. SIDEWALK U7 $3 344) : 01 'y�� tt SOF CAL\E� 782- 18 19 '+ w I6 7 ® Vq i - t717F� vp. t7 ��4 p.�.P, DINGS. N0. 279 $ 543 JOiN 8 FEATHER17 18 13 17 '2 12 r--�---- 2 _ 17187'R/ 3 � �M4IIE44 wao A TR�I�b PIIA'1'Ph�(9 "18 • PER DETAIL SHT. 2 13 /t-U u N.89. 37'30" W t I4 ~i w 10 �' ___.__ a 21 IQ ��� OQ�4FE ` `%� DESCRIPTION OF REVISION •DATE APPROVED �- a . � . (,,e @ II 18 f . 11 1 H• 25 r{P, =.,m � I" ; �01 CITY OF RANCHO, CUCAMONGA EXIST. SIDEWALK _ w oa x.47867 �- ---- --- 21 If 0 - - -- r 1 ,� * Ext s'2�'/83I * oo PLAN AND PROFILE .r Q R,fO' I I J'J'.� 4'i1Jk /1O ' 1 ' of AV, in WILSON AVENUE in I R/W� io 7. % I - �� `'JZI ; I STi 6_w,4i WALL- � -4 tt I � ��� From Tract No. 7181 Easterly 718' I~ I -I REMOtlE 11dD 1�KL_ N ` v To Buckthorn Avenue 8E._ PROTECT ED 1.M__ o tafPLACE 10' - �«- 'f . i T+ N N pSEE APPROVED GRADING PLAN FOR SLOPE DETAILS __ TRACT N 14207 1 . J 0I� OF ttsi%Q b"EVi] - p Q 1-i W r l O ® FESS/ ' -M Q mI COOiUI1JRTE WITH O cn ` . 1� 'N Qp�O ON . 3 I o - - 4 APPROVED BY' / I - • ^ DATE: '' F- w PQOPERTY OWIJEIL w �•�ill3T"f -`�'t'0 /IGGDM �• r1 D. T e_ ._.,t il/lr ��f RC.E N0. 24953[ 1 40 W - 401 4 - 0*L-OCd11W �INt0 Nls�€•/ t Wt.�d+ Q QQQ'E �r� �0 CITY ENGINEER ! 3 601 F- �` H C7 DESIGN �f1APC0 RE N G 40 5Z �1 12 . I � -1. 30171 JUG IL,4 W. HOSPITALITY LAME, SUiTE 1-4 I C6 w f z �I ; ' O P. 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COM iv 1 �' 1771.V3TC �►�� 1 29 24 �� 110 17?1•,l 1 ,FLdo Uj \,� i i BERYL FUTURE n O� ti� 21. 6 / • \ 13 89°3819 ' E a� 247 1\° / ze. WILSON STREET p * ``G ; A c1 3 � ij + Z �� � PER TRACT No. ��+ �: �� , It q4 t5 2 4 C" /� �Z�/xo,,1)10 1769.93 TC 40 J \1 139 51 I. ' . 1b \ 6.2\.76 5 fOR �O 1769.2VFLn .. C .\k S- -p-pLA 5 AREA 14 21 Ll v f l -9 - 1767 AQ TG ' _ E ES 1 '�l'1 1767.13 FL Ap � 2 .,- STREE.� TRE N �3 � - a� �11 �-01 . �P • // -7,\-7- � - 6 0-a 6 \-7ro -61 it FL 21 3 5 N 136.73• W 81-06, ,` (I I �G �___� t� Vp 7Ir �\. . I \ . $-rri I 21 �0 v 120.58♦- r- v5 LANDSCAPE EASEMENT a41 m� i l FUTURE RIGHT- OF-W AY ���t I �` �; ��^v 's f�' o Al v ri - `� ��o.47867 . �` N 21 � \16 ��2 N - o I oo FUTURE 6 CURB AND GUTTER s: 40. 786 1767.48 TC �.�'. < 8 to I( III � * . 1766.48 FL •-- Z %� 06.07 MLSON ,; . • a, 'r_v 24 PCNL IN VIP •r 13 8.28.68 UCKTHORN . ► �, �, NOTE: � ,- p ` i s Z 6 x� c� �, a 2 6 SEE SHEET 3 FOR TYPICAL SECTION Z_���\� N 21 SEE .7"L_ 2 �• (N. \ 1• Eta . I • 3S \9 N n 'a1 , 0 g Wow 6s y •� �� A5 POW IIT �. N 9 � I-r C _1,0 - 8 "`�' •�,r.- I o A Aid nn''''r b - �� 1. (767.43 TC S�L �� \y [it/ �T '�� �Q No:47867 1766.76 FL } .•� 0S-TC CONSTRUCT e" CURB AND CUTTER PER CITY OF RANCHO CUCAMONGA STD.104, TYPE A2-8 * �tZMA* * DESCRIPTION OF REVISION DATE CITY J \\ \166 1. CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 s CiV�. APPROVED . •J 1765 A\F CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 7�Of LiFO tite t.1 PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD.401A a 4018 CA • PLACE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD.4018 ��1) CIT Y OF RANCHO COCA Nl ONGA ADJUST SEWER M.H. TO GRADE ADJUST WATER VALVES TO GRADE . ` PLAN AND PROFILE Q INSTALL STREET LIGHT, 9500 LUMEN N.P.S,V,eY S.C,E. WILSON AVENUE PAID AND.COORDINATED BY DEVELOPER. 1766.05TC - CONSTRUCT CURBSIDE DRAIN PER CITY OF RANCHO CUCAMONGA STD. 107-A • . 1765e38-FL g CONSTRUCT ROADWAY SECTION,5" AC /6 " BASE (MIN-1 PEC CITY of RA►JCPAO CVCkAogi sTo-ioo_A' CURVE DATA From Buckthorn Avenue NO. 16 R L T 7o Beryl Street (645.991) a 21'00'00" 1400.00' 513.13' 259.48' TRACT NO, 14207• @ CONSTRUCT COMMUNITY TRAIL PER STD. 1002A AND CITY ENGMEERS APPROVED LANDSCAPE PLAN. � le . ` Q�pFESII 5 18'32'48" 1368.00' 442.82' 223.37' r ` 9 INSTALL REFLECTANT HYDRANT MARKER PER CI Y OF RANCHO CUCAMONGA ST,D.134. - q� 6 18.42'38" 1432.00' 467.63' 235.9 ' �, . 2 CbNSTGT GtlR�i lPL OR-�iN uv1�� 4' !p y4P EN D. TU �v CITY ENGDINEER�� ..� Xu.�,,�ZL�(.r DATE: 24953 ti� QQ' 111 , �;, 88.53'50" 35,00' 54.30' 34.33' t RC.E NO. tc` a 88.48'4?" 35.00 54.25' 34.28 DESIGN MP1PC0 REC M I IRs 91.05'31" 35.00' S5•�o5' IGt w. tlosol�lauTv LtNJE , �utTe t ui / NO. 30171 1 35 47' * EXP.MAR. 31, w 91'Ib'S8" 35,00' 55.78' 35.81' DRAWN S1iU BEQUt}12D1IV01 EA 9ZJFt'L SHEET eo. gox sa'c2 tP ` 9 I IV 1\- a� ANH ego-1333 !� 0 4 OF ' a _ , _ Of CA � CHECKED Iltlp ~ D. TUTTLE 10t1) DRAWING NO. R.C.E. NO . JMG DATE i Z -r_1 - 4 9 FILE NO 'A•1711 1(o(0-7 , _ . _.__ _ . 1. - F903'EC•T SHEET 4 OF-SHEETS . . . - . . HO V. C. PVI-1782. N DOUBLE VERT I CAL SCALE I T i I i I i I i , ; -�- - 14- fi I ! _ , ! I I I I=1768. I ! n• Q i .. , I I ! I 0 1t AMOW PVI 178 . 4"A ( itl1f1W f I I Z ! r ! I I I t i -�TI� 0 HLI. IOA �►t I _- - -- - - --- - 1 -�-l- }- - - _ HI I 1. I i I : I � ILLS �VEI --� • fi SDE. I l i r• t 1 i 1 A i S . ' �= r. `,� TBT' I a' t I i I i O�ST�UCtT I�N S I OIY t PR ; ICT 1140 i - '� E! - _ - ! i I I j ice+ H h f. r►N f" I t 41 x -� ' ' {-- -tl-- ' �1----t--�- ! ` I r.l f � � tom► r•l_ _ I --�- __ { _ ___J._�.�_ --10 +.+ � �• �____ �-�---- � T -j-- Tom► I 'Y I I I ! i i I I ! k _ I 4-w OF�I k -i I i t r+ T i i i -- -1 - - -- - -- - - - - - - - - - -- - - - - -- -- _ - - fi I= I ! �. I ! I I I 1 CITI E1GIR ! { i ! I j j g t PVI= 78 . T L i ; - - + - 2� +- - --I - -- t -----4- - • �_ --_- ! -t • - - - _-- _t_._/-f r 1 Ii7 G• i f k ! + , - , ! i , , t i I= 7H1 ! - j f i ! I I i A' • W^ i 1t L • fWFAI - IC.I L f I Et I ! T • : t { I I Iii ! --- TAT+ 1 _LEFT-- - --� - I i N .» i 1 ! /Rl7CT 14rC r + i I+ dF �}_ --r--+--+-- - _ I i I O M --- +----- ---r--.- -__-+-.-___ ----+--- ---1--- - - -�--_-. - �W--1- -- �"� -- - .3=y-+ __ _..j_...__-t----i-_.. ._ _-�-.__-}--=JV:. i_.__.------ I�1 ---i----}--..- +----+--_._ I ay. - - - ---t-__ .- 1 i �`__. -t-•T - i : PVI-17H5. 49 • � _-0 RD 014 T 1% �! • � � i i • , ��, _ 1 ! I I � I � ! -� � �.-.--�--�- C3 W Al; ; ; ..I ! Q 1 O N O '" : ! - - ` i 1 : 1 1 f 4 I T �- I �A -}- .-. i - -.�. - - I 1 T ! ! ! 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PROFILE SCALE CONSTRUCTION NOTES: 1�- CONSTRUCT 3" AC / 4" BASE, PAVEMENT (MIN. ) PER CITY OF RANCHO CUCAMONGA STD. 100-A. VERT: l i n 8 f t WILSON AVENUE MUSTANG ROAD HORZ• 1 In = 40 ft SEE SHEET 3 SEE SHEET 7 3o- CONSTRUCT 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, TYPE A2-8. '4 6 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A. 4 `c 28 I + 7a- CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. W W co 20 .�. W 18 p � I� PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401A 8 4018. tir O ►�- �Ci Zp I~ � I N � � O + vJ N N N Y J ig � PLACE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401B. \TING \ o ) , I,I o I � I c Im 25 TYP. w 14 ADJUST WATER VALVES TO GRADE. oV£ N S (59-37 TC\ \ � � + I C N U \ �a 73 FL) \ Q 93 k < < I 1 9 k 181.45 I 15 ADJUST STORM DRAIN M.H. TO GRADE. \ 17 �� o � o � 7 \ TC / 17 REMOVE EXISTING BARRICADE. \ \ 99� 66.05 TC // /� i% &7.81 TC 7 3 00 82.$1 it \ 20'15`3i"_W .µ 82,i4 fl 20 INSTALL STREET LIGHT, 5800 LUMEN H. P.S.V. BY S. C.E., PAID AND COORDINATED BY DEVELOPER. \ 3 1 p 65.38 L // N 20'16'04" W - 29 61.14 FL - ,,,,_ _ r... - 11+21. 13 STA. 59.28 S .81 TC 1 _ 82.97 TC STA. 10+50.28811CKTHM AVE. 7.14 FL 3 30 FL $ TH ROA 25 INSTALL STREET TREE PER STD. 501 AND TREE CONSTRUCTION NOTES ON SHEET 1. 0 ,L �'J J 29 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. � 1 •lj' NOTE: 25 TYP. ^72. 50 9 \ I ; 180. 59' I �.t•�• OVERLAY EXISTING A. C. PAVEMENT ^`i ,���, rn/� TYP. `" h r Q�/71E/17A G TO THE SATISFACTION OF THE �,,, �� 3 Garb Cori �o c, �o W CITY ENGINEERLO LO = f' cl� � � ao�I cp N 8 GG' r 4 26 y < I� I IGo f Fb:47861 20� 4 N X27 17 m ` 6T es 17;1 N O r1' U ig g cf� C1 y�, Q C-> W Ess of ck6. a SEE SHEET 4 Ah �� , �p a �i bl�111T �a� tio.a7861 * Expitis 11I31/�3 * 1� It OFC ® A did Cv� �5 60' 30' 30' DESCRIPTION OF REVISION DATE C TY 12' 18' 18' 12' BUCKTHORN AVENUE APPROVED CITY OF RANCHO CUCAMONGA CALL UNDER GROUND PLAN AIS PROFILE LEVEL LINE 0.20' 2.� SERVICE ALERT 21 2x BUCKTHORN AVENUE . �X x � 1. -�: . 2.• 48 HOURS BEFORE YOU DIG � � 1.75 75X - � 2. 4/ FROM 172. 91 SOUTH OF NILSON AVENUE 0. 5' `4' 7 1-800-422-4133 NORTHERLY TO MUSTANG ROAD (465. 06 ) 1 n TRACT N0. 14207 3 3 BUCKTHORN AVENUE OF ESS/ THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: APPROVED BY: DATE: � o e N » q Ll R = 3 AC(4w BASE ( MIN. ) o ��O �N p CITY ENGINEER R. C. E. 1G0. 24953 - l c� T. •• - S. O � �., QQ` � i DESIGN RECO ME T C� SE�� Qf N0. 30171 � M' L. A. MAPCO NOT TO SCALE EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE 1-A SHEET M. L A / A. V. C. P.O. BOX 5822 5 OF 11 SAN BERNARDINO, CA 92412-5822 ��qlF c� �� \P WARREN D. T TTLE, R. C. E. 30171 DATE CHECKED (909) 890-9333 DRAWING NO. OF CALF EXPIRATION DATE: MARCH 31, 2000 W. D. T. 1667 PROJECT SHEET OF I i DOUBLE VERTICAL SCALE_ -_ - . - _ _ _ ; +-f 4 --4- ; I • i j r 440, o. 91' i i T f - -- . -I t -i- - -- - 4-- ' - 77 - -44- -- --- _ L- -- -- _ - -- - - - -- --+ - 2 - -- - I - �-� -!-- - - I 10 TH OIRER 0 H I.L�SI[EE ll� VI«i7 3. S f I - - - _ IIL�LSD CVE i I � 87. . . UMM El I , AA I ; I = I I ii �, 01 T 01 " 1} f � aI I_ O S OVA 1 -1 -� - -�- -- - -- - - +--t- --+N- -- - i - - --- - ,--F- - ONS I 1 I 1 I i � I I I Y t I � t � i j I d i OICAN -� � � � •, I j I I � �^ � �N � ^ "� + I 1 � 0�,1 �1 IL�I�I- I O�F I�E fi r _ o ^ ; �'- c3. -� - I ►t Fr ,q n SOF ,TIS CfiI Tl ENG 11R. 1 i j " - I I TOP _ I r:' �- �- c i I I ! 1 �: .o` I _.�.. -� -'-�-- -+- • AT l _ � oPl ' I _ I 79 I IIto UITT � { - � I 1 I ^ i� 1 / I I ATI T i i t i ! ! • - I - - ,•. �. - - 1- -- -A�RTO�S' 1lTTER, --� - t-- - - ' �- �- -�- -- - - a.. + t - I PVI-1 88.S9 I 8 LEST I - -- � I P I 7 t� 1 i 8s. s � � • �+cq _ I f ••cv r� 1 > _ ' I AT 30 T - , - � - -� 3 _ •, NI !rf � J 14 �; I , oft _ _ _r� I ( I I I IN SH SIURFACE - -f i _ 1 • I a '{ I I I I .� ^ - NI A l4'T I I j , - - - 1 I ikT - ~ �' AT , -4 - I ANoff _ - t T f • • I \ I I I ' I i I �• � I I i t � ` �� I I I N 1 �; i V V 79 I 1 -- -_� - - 1 T• - I__ _ ' _ ' _ }. _ -- ___. ___ __ _ •I L _� J- 4+ I 1 i I a.. - - - . I 44 or i I - kf 4- - -- --t - - �- - -- -�-- - - - t � i --�- ' _I --!-__ ---� - ? i fi � �' I T Com` ' � �� I 1 ► i d x i �7. I ; I 10 !ft T i 1 ' A RI( i R -- ] i -t L L- ----j- 3+00 4+00 4? 5+00 6+00 7+00 8+00 - - _ 9+00 1 +00 � 2+00 3+00 4 is .- wo 0 4 4+46.12 19 20 4 LOT 4 SC40 -Z�- '*/I t\� ALE: 1"s40' 12 PUBLIC DRAINAGE EASEMENT SHONALTER COURT o MUSTANG ROAD .. $ 30 " 8 2 # SEE DETAIL A RIGHT �.�' �v, � SEE RIGHT � W � SEE LEFT �� '` _ �,...._......_ .:.� _ _ _ _ _ 19 fY1ST H (D� 31 ��� m w < < ui `�' `.-. .� 19 - T rN �!S T Z �.,,, 6.5' ZOX 224.73 93 59T R'iCT C Ibp ( C 17 25 TMP. �' �' vzi ' + ,lo, 3 93.22 FL S £T S C f�NTS �(\ �� 3 ° 41 4g' w m 8 g c 12' 18' 18 12' < �' �'�,�v�! S Nc PE s 52.22' 101.34' ( 5 I so' N '~" !f 111.95 1 �'' LOT 3 S 32 dQ I I + v `�14.54 3 rQ 23co: - - , . f �! ° ° 0 0 0 0 6 0 0 o r. ^ �G w `lr i ' t ti o TC r. - ' 86.63 TC 7 8 86.07 TC '+ v - 85.50 TC �AI � 26. 18' _ - O W26 FL r» _ 85.40 FL ti N 84.53 FL 1 86.93 TC 13 � � 20 .: #4 �-g .... ...... N 69'44'22' E ti� - �1•t13�C X1,31 F i,Z `N�rS�- 1 �. _. i 26 FL � I 54 TC 89.38 18 �� - i + 85.87 FL N 20'15'38* 7 0• r4p. r� io 3 0 co) (-4 ico i r o 0 0 0 0 co) co) o N - __ ._ u, - I -� I -+ 82. 1rtC 13 4 1 - � + 85,74 TC 87. 20 N -, - 83. 43 100.00 I 85.07 FL 87 ti� 4 + $ TMP. 3 7.� TMP. J LID W 3 c p0.1 • F �-� CONSTRUCT I ON NOTES: J -- 25 t a - _{ t „� A_•_.r - N t } 'n 3< n �- cv u� 25 I I o I�f 9' ? - 1 + + ? i.+.r•»- ._...,. . 1 23 o alL*, `''I<, I war � .. + > ^ N ICS- v 26. - - - + }, - - - �- CONSTRUCT 3" AC 4 BASE, MIN. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. 100-A. a '� 3 < + + + • • Aj Go 4 to t� O N ct! 36. 76. zo t 3�- CONSTRUCT 8 CURB AND 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, TYPE A2-8. 22 20 V � V, TYP. 21 + + 4 20 19 J,- �I t-�� 4 �+� -- �s - 4� CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A. � o O I � � � �,:►` �' a_ CONSTRUCT SPANDREL AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-A. LEFT 6 a, 5 <i^ 00 > -j--} + CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 8 103. '" 0 1 4 i _1_. .�._L i_i._ 4 coo s��•* MAX._ 7a- CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. 4 � � t� f A r oulur p f MUSTANG ROAD `� ® 24 STORMDRAIN ON LOT 4 ,s,,,/moo 8�- PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401A 8 4019. x ub. 47867 � HORIZONTAL SCALE: 1" = 40' � Eames 2 2r3]/� * VERTICAL SCALE: ]' = B' PUCE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 4016. SHOWALTER G moa ` 13 ADJUST SEWER M. H. TO GRADE. or CAt�Fr% 11 16, k 4dde �o rey/ d o� rb drat NSi GUt'��i -ffot f7 TY 14 ADJUST WATER VALVES TO GRADE. 60' CURVE DATA: DESCRIPTION OF REVISION DATE APPROVED 17 REMOVE EXISTING BARRICADE. CURVE ARC TANGENT a 12' 30 18' 18' 30 12' NUMBER DELTA RADIUS LENGTH LENGTH CITY OF RCUCAMONGA O ]8 ADJUST BLOW-OFF VALVES TO GRADE. o CALL UNDER ��� PLAN AND PROOF I LE I �-- 19'53'OB" 300. 00' 104. 12' 52. 59' O SERVICE ALERT 19 CONSTRUCT UNDER SIDEWALK DRAIN PER RANCHO CUCAMONGA STD. 107 . o� 48 HOURS BEFORE YOU DIG MUSTANG ROAD & SHOWALTER COURT ®- 19'S3'OB" 282. 00' 97. 87' 49. 43' 20 INSTALL STREET LIGHT, 5800 LUMEN H.P.S. V. BY S, C. E., PAID AND COORDINATED BY DEVELOPER. Ai 2.�,�X LEVEL LINE 0 20' 2x 2�1Nx " STA. 4+27. 76 TO STA. 8+03. 10 e 2 DNX. 1� 1. 75X - - ?, �� 19 53 OS 318. 00 110. 3T 55.74 1-800-422-4133 23 CONSTRUCT CURBSIDE DRAIN W1 l"H '" PV G OR av ob �- 90100,00" 27. 00' 42. 41' 27.00' TRACT NO* 1 0.5' 4' 7 25 INSTALL STREET TREE PER STD. 510 AND TREE CONSTRUCTION NOTES ON SHT. 1. _ ' ] � 90'00'00" 27. 00' 42. 41' 27.00' THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: APPROVED BY: i DATE: E S 0 F S I R 0 r , O '4 CITY ENGINEER NEER R.C. E. N0. 24953 29 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. 3 3 • �C �N T, I� __ - l L r( If rt� IuIUSTANG ROAD �- 15'00 00 112. 00 29. 32 14.75' �� �� D TTl 'f'C DESIGN RECOMMEND 30 CONSTRUCT 12 RCP, D - AS SHOWN ON PLAN R a 3" AC/4" BASE ( M I N. �- 15'00' 00" 112. 00' 29. 32' 14. 75' W �P m M. L. A. MAPCO T. I, a 5. 0 � N0. 30171 49 CONSTRUCT BROOKS DRAIN MODEL NO. 24 X 24 CATCH BASIN WITH PARKWAY GRATE • - EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE 1-A SHEET 14 �� 210'00 00 38. 00' #39. 28 ,� A. V. C. P. O. BOX 5822 6 OF 11 61 STRIPE 12" WHITE SOLID STRIPE. NOT TO SCALE S '4 - 9 SAN BERNARDINO, CA 92412-5822 J lF Cl!V 1�- 0�� WARREN D. U TLE, R. C. E. 30171 DATE CHECKED (909) 890-9333 DRAWING No. 68 PAINT WITH STENCIL 8' WHITE LETTER 'STOP". 9 OF CNO � EXPIRATION DATE: MARCH 31, 2000 N D. T. 1667 PROJECT SHEET OF • DOUBLE. VERTICAL SCALE , i i i -�-- -+ _�- a.- -•i` -i- *_ - - t -i - i i i I I j i 1 I i ' - f j ; I i i i -1---. _..+!----♦+----fi---+I--�!_--+-'--•tI --�-�---'*I - -- - I I -_� BENHMARK•_ - 4Lt , I _ F I_ � I i - �-I - I -�-- � I I -•I -F---� j CITY OF RANCHO CUCAMONGA 170. (RECORD) /.� ._- - - -- -}--�--�-----+---I----+----�--- -�---�-�.---�---}---r- ---�---- ---�-- �.--- , -�---�-�_-�- +--_ _�---�--�-+--�-�---�----t- �__ _-�- - .�-- --�---�-----f---�-- _-�- --� _ -�-- - -�- �- _ --�- -�- -�---1-- - ^+---�--}-+ -t---�----�---�--+- -+ -�---� �4-4-- CHI ' O ' ON TOP OF CURB fi IAid ! I I j II - ; CURB AT VEST E� - --- - -- --� - ?--i T- t 5' N.G. I �' RETURN, NORTHWEST CORNER OF HILLSIDE ROAD AND --r-i ( i i I I -+-�- - I-fi- - + . 1 I I I I 1 I i W i I 442 i SEE DETAIL 'B h _ H I LLS I DE COVE. I I , ?--t- --} + _ i / ,_ �_.. 1 r_ I I I I ! ( i i , k ❑ ASSUMED ELEVATION 1887. 286 (FOR DESIGN / i 1 ( I V I -- I i t C r f- t 7 + 1 , + f + + r r j + ? i j 4 + + f } + + -1 - �1T� F ,-� h ! I I I I ; 1 I I r I I , PER TRACT 14207) 1 I � � � I I - � -�-- CONSTRUCTION PURPOSES ONLY, I I , I - I -i }- I=�786 116 ; ; 36• c.M.P. Leif V.,C. V. V. V. I I i I i I I I art i Pvi ! -1- I - --t ---�- ,,� --- ---- .--__ .."- TH I CKNESS=0. 109• RECORD ELEVATION = 1883. 086 SEA LEVEL DATUM I A N K N I i , ---1-- �- -- - - -- - - - -� -- - - - - - -- -+- - - -- -+-- - - - - - - -- -- j -- - �-- - - -- - -�- - -� - - 44 64 - - - -- ---a---- -- ---- - - ------------ A - rI • I I vs vl I �.-- - IPER BENCHMARK RECORDS ON FILE IN THE OFFICE I I . � 1 I 1 1 i I : I � I i I I ri i aAT :3Q _ LEST __ -_--�-_--�----�--__ _-- ---+ - ----�---.�-- - �- -- -� ---�-- ; I 1� + i • . w.-• rr p. i I ! I OF THE CITY ENG I NEER. - ob _-�-_ or+oft r+ • ?-'_�'._r_ r: +--+ !s i i ! Iqw iio 4 1 I I j I n iH i .�N •y � I � I I ' N r f .*-. i + \ + I ,•r4. -L- f �- + - } -•-. t - r j J r• vy W I r 4 , N " N .y 1 bS • 1 I i I t i 9 i i I I I i � I X + 1 - -- - - - - --I- -+----�---�---•,r M�I+iT}SL.IOPE -n!""71 . _. t .__�__ _ �._. TANGENT �t�PE ��.$3Y _ __ _ - ---r-- , _�.- -+4 �- �-- . ;_--,-- --I---- ,_ {RT-,.. � I ' i i I I � � �� 7 _. _ _ ANGENT OhE1= \ s I _ 0 Q.+ �- - - --� -- t,� Nlr_ s .oPE O. O�x -- - - - - -I - i- - -- - - -i-- - - -�- -,- - -- - -� - - - : . - _I -t_- I I I •I V. • ' V. t V. • ! V. M + ; f I - I r I j -! - �- j , ` i - C Lr l I ! I ( � I 1 ( I `` + + I �-- -- - - - -+ - t - r , - SECTION X X' ( I T t I 7Q4. I 7U I*t7Q3.U i 764. ��-- t � I_ . I 3' , I I I fi s , I 1 r I I I _ --� _ __ -. -- - - - - - --+-- �-- -- - --� - - - NOT TO SCALE 4 1.5' 1.5' 10 • N .ti -�- �I ' PIZI �--4- N -1-- - 1-- 1-•.--{-- + _ �- , ' I ( I I ( N � .. r+ ' r, r. i � j i i I I � N i I I � I , I I � T 1 I � I � ' I I i • I ' i ' I I I ! � X I� 4x I jif 6: I ; ! " CLEAR'Pat i I i 0. .» r fll .• �' N i. S i ( - - I I L 3"x2 1/2"x3/8• TANGENT! I OP F CUR � � (MATE � - - - - 54 47x . - - -- - - -- - + --' - -- - - 1 - - _ TOP XT _� lj_ -._- I ' � RODDED END I I E I H I I 1 ( r ; i E ! i 1 i -I i I I ; I I ! I R Hy I - LUG-7 01 T�" SL L I T NT! 0c a� "� '• 5" I I I I I I i i ! f- - i I -!- ! ! 1 I I i i 1 i 3' x ]/2" BARS LLIPUNCH 1" HOLE IN -_-� ' I -�#- - -• - -r---- +- , e'x• -- --�--�-- �' ' I 1T--!-� -- -{-- - -- -----t----}-----t-----� PIPE TO REC I EVE - '-- f I ' �. -_._ t-_. ! ' , I I ' ' • I I I ' ' i I ( I I I 1 - - I I ' TAIL I - j A$ 30 Rj GNT -; - -� - t -.- -+- �-.- -� �-+ PLAN �`�` ` 36 C Y. P RISER DETAIL I •~ I I i� NOT TO SCALE NOT TO SCALE { --+-a -1_-_ - �-- - ► - '" - * + - J_+ - - -- NOT TO SCALE , ; 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 I � { 12' PUBLIC STORM 50 PROFILE SCALE SEE DETAIL DRAIN EASEMENT I ! LOT 9 � I S SEE 3s• C.M.P. AT RIGHT 1 II ! t I I RISER DETAIL VERT: l I n = 8 ft 19 4 20 t_.__ _T ._.�_ 1 CURVE DATA. o • m HORZ: l In 40 f t 4 � III 7' 4 10 '' 11 19 - j / A = 89'45' 10' 4 20 9 io III 30 20 oc 12 �' g 19 CRi 30 /// R = 45. 00' n' vi o III a$ . co ^ _ r ' � � N � N� � 4 '� � - �_ _ - - - - - / / L = 70. 49' � 8 _ N � � < 11 Lo . � ,/ T = 44. 81' c g � ± rte- `.�• N III "' `h C :i; 23.49' & Lu .- �} W NI� I N! N 25 TMP. y 51.53 6 �` 149. 99' � 1- -w t; 111 135.00' 26 1 ° �� 12' PUBLIC STORM LOT 10 4 34.88 100. 18' DRAIN EASEMENT o cp `cam •° `� 1 0 0 0 0 0 0 0 0 0 0 c T I�NG ROAD 1800 -i-, r - T r r r ; - r T T - , r. ; r- IBM 7 N 86 53 rC 3 - 4-4-_H- + +-I r - f - -� ° 86,40 T t-�- � � + r. 85.03 TC 15 _ I I 20 �� RD•A3 o 84.36 FL 85.73 FL N 0, cn o 5 20 N 89'39'50" E ��� 86,40 TC 2 86.53 TG 4i AQ' _{_+� + �_ + 1_+._ r �1 85.03 TC 13 {-+ +; I Slow mkl:.- -"'-TT . t 29 13 0 -- ]4 ' r o 1 0; 3 85.73 FL -�-t-� t 1 + 1 - rt r -� ->- 1 { 84.36 FL t ° 93 6 85.86 FL - �'' 29 +45 e' ,�,�, �-X1.1--+ .--s--r t��-1- .l-_L -I__�-_ ,_ �- -i -1--i-1- - - -i--+-, ° (0) ° o ° ° ° ° ° yp F j fir + �� I � +1790 ,-- + r - ' - y,'` +: a 1. �-}-! t 1790 r 32. 55 26. ° `O S fg. t s + , +-+ 1 1 4 V_ o Al ° 20.38' r' 90.60' 152.23' ]8 0 i-- a0 r I4 I4 O O !`�' 9, �• ----1--t- -+--1+-I_ ' , i.r_; +.. ,._+..y _._t_.�. , �. _�.-_ .- - Z14 ° 5� p ; 3.63' S7,$3 F7r , + i ~ i.r, ..... a r j • rte, t } -}-�- �. 61 13' 1 r N O V ]3 8 coli' NI"' 1I W 25 TYP. 0 29 + 12 0 2 25 + < < r. 1-0 TYP. r- N P5 20 15 1780 . F + 'i se of t �_�_.+� a-i if ,�• o r 1 7 4 4 w 14 ! + + + + I { .j 1. a + I ; -i+ + f }-1 -}-} 1 - l } -1 if E JS/° pA.1 � �� 20 ° ( NO. 7867 O 5 1 }-'-�-�-} f }- + 1 4 L Y� MUSTANGi { . L__L_._l� ,___•__L__.._i_ -_,._ _�. �-_. i i y_ . d too • T>x$C�5 AX. • IlvfpS` 24' STORY DRAIN ON LOT 9 ca W o f CONSTRUCTION NOTES: s v 18 HORIZONTAL SCALE: 1" = 40' AS. DUILT �71MAfi• y til CONSTRUCT 3" AC / 4" BASE (MIN. ) PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. 100-A. 25 INSTALL STREET TREE PER STD. 510 AND TREE CONSTRUCTION NOTES ON SHT. 1. VERTICAL SCALE: 1' = 8' Z� 13�taDp O 4 CONSTRUCT 8• CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, TYPE A2-8. 29 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. SCALE: 1"=40' Z z� 4�- CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A. 30 CONSTRUCT 24" RCP, D - AS SHOWN. CITY 0 CURVE DATA: DESCRIPTION OF REVISION DATE4 001 APPROVED 60' CONSTRUCT SPANDREL AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-A. (91,_ CONSTRUCT 36' CMP RISER DETAIL PER DETAIL SHOWN HEREON. 30' 30' CURVE ARC TANGENT 6 CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 8 103. 61 PAINT 12" SOLID WHITE STRIPE CITY OF RCUCAMONGA 12' 18' 18' 12' NUMBER DELTA RADIUS LENGTH LENGTH 68 PAINT WITH STENCIL - 8' WHITE LETTERS 'STOP*. 4 C�►l.L UNDER PLAN #0 PROF I LE 0. 5' � 89'00'07" 27. 00' 42. 41' 27. 00' CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. SERMCE ALERT _ I MUSTANG ROAD 4 � 90'59'53' 27. 00' 42. 41' 27. 00' � PLACE STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401A 6 4016. 48 HOURS BEFORE �) DIG STA. 8+03. 10 - ELY SIDE SHOWALTER COURT ?. I LEVEL LINE ' Z'N►*� 9�- PLACE STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401B. TO STA. 15+99. 23 - CUL-DE-SAC �+x � 1.75x � o.20' � ]9'S5 28' 300. 00 ]04. 32 52. 69 1-�00-422-4133 _ 1. 75% 19 55 28 282. 00 98. 07 49. 53 ADJUST SEWER M. H. TO GRADE. TRACT NO* 1 2_ , 13 .x . 7 1 " APPROVED BY: - r WATER VALVES TO GRADE, 14 ADJUST E LES AT PREPARED R MY DIRECT SUPERVISION: DATE: THIS WAS RE ED UNDE DI EC SU R I ION: IS S E S 00 ]10. 58 55. 86 / �- 19 55 28 318 O- QROF ESS/ON i 3 3 17 REMOVE EXISTING BARRICADE. �c�0 �N p T� q�F CITY ENGINEER r• {� r f L ` R. C. E. NO. 24953 MUSTANG ROAD � 15'00 00 112.00' 29. 32' 14. 75' � � � l� tiZ DESIGN RECOMMEND R 3" AC/4" BASE ( MIN. 15'00' 00" 112.00' 29. 32' 14. 75' 18 ADJUST BLOW-OFF VALVES TO GRADE. N0. 30171 M. L. A. MAPCO T. 1. = 5. 0 EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE I-A SHEET 210'00'00" 38. 00' 139. 28 19 CONSTRUCT UNDER SIDEWALK DRAIN PER RANCHO CUCAMONGA STD. 107-8. .0 ,� P.O. BOX 5822 7 OF 11 TYPCAL BE�M ____ //� / .� _ �g Y. L. A. A. V. C. SAN BERNARDINO, CA 92412-5822 NOT TO SCALE 20 INSTALL STREET LIGHT, 5800 LUMEN H. P.S. V. BY S. C. E. , PAID AND COORDINATED BY DEVELOPER. V 1� ��P /V !7 / CHECKED (909) 890-9333 DRAWING NO. qTF �F CA`\� WARREN D. TUTTLE, R. C. E. 30171 DATE EXPIRATION DATE: MARCH 31, 2000 W. D. T. 1667 PROJECT SHEET OF