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HomeMy WebLinkAbout1882 BENCHMARK SET 1" BRASS DISK ON TOP OF CONCRETE J O R D*N_-T.- �� RAILING STAMPED 'CITY OF RANCHO CUCAMONGA GENERAL NOTES: BM 10068 1987' AT THE WESTERLY END OF -� 0 I HIGHLAND AVENUE BRIDGE OVER ETIWANDA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY R/W so* I R , CREEK, AT THE SW'LY CORNER OF BRIDGE, OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS It I I' I ELEVATION=1404.554 FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR 30' SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE I 1 TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 12' 18, 12' 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 0. 4' 7.5' alb• IMPROVEMENTS 7.5' V 0.5' POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT I I i SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN _ J I 1 2 I ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 2X 2'x I STATE HIGHWAY 30 REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. EXIST ��_ -- ❑ I SIDEWALK j - l i Ivenue - 3 � 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZEI / HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY EXIST.T.GUTTER EXIST. ARB ❑ _ I 1 3 A.C. OVER A.B. I DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY EXIST. 1I I ` l; FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN CURB & GUS Q ' I Cato" Street s ON THESE PLANS. --- 1 I 11 W o SMOKE SmwE STREET o PERMIT N ITE 4. A PERMSHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA �� . � ' I h � J o ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION MULBERRY LANE I 13 1 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _ I I 1 m ��, Z EXISTING RESIDENTIAL STREET (PUBLIC) > 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 0.01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED R/W 60 R f EV � U 14 I I L I I BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. -- - � 1 s 30' � 30' 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, 1 I MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 12' 18' 18' 12' F 7. COMPACTION COMPACTING TESTS OF ORIGINAL G EMB CONSS R CG ON,TRE HAH BACBE KFI FORMED 0.5' 4' 7.5' 7.5' 4' 0.5' i� 1 5 i 1 VICINITY M A P ALL NOT TO SCALE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 1 0.03' ' 1 7 I I 1 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 2% LEVELLSE (6"CF) 2% I 1 FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 6 I U SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 2 2 6U I TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED �) t I 'E 2 � I I ABBREVIATIONS: 1 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT � , I - PAVING. 17 I �� I 1 BC BEGINNING OF CURVE TORREY PINE COURT I I - N F EC END CURV 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 0 E M T THE CITY ENGINEER, LISTING T R RMINA- TYPICAL SECTION i 1 BCR - BEGINNING OF CUR RETURN BE SUBMITTED 0 E C ENG EE L S GALL TESTS 0 DETE 1 B ETU N I TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND T.I. 5.0 R 70 3 4 S ECR - END OF CURB RETURN s EQUIVALENT OF AGGREGATE BASE. ' I 18 V I VERTICAL CURVE 1 C _ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENTN LY LY BVC - BEGINNING OF VERTICAL CURVE Sl fi I TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION I MVC MIDDLE OF VERTICAL CURVE R/W � R/W --- F THE STRUCTURAL SECTIONS. 60 CALTRANS - - 0 EST UC URAL SEC 0 S. CALTRANS - Q _ ------ - -- -- --- - _ - -- --- 1 EVC END OF VERTICAL CURVE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS R/W R/W - - - - `- clkiST --S•T -`4� MOC - MIDDLE OF CURVE OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING TO BE VACATEDTO BE VACATED - - CF - CURB FACE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR (VARIES) 1 18 18' (VARIES) CL - CENTERLINE DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 1 EP - EDGE OF PAVEMENT QUALITY BETTER THAN THE NATIVE MATERIAL. 7 4' 0.5 FL FLOWLINE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 1 0._03' 23 22 21 1 20 19 I j FS - FINISHED SURFACE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 2% LEVEL LINE (6 CF) 1 GB - GRADE BREAK SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED ----- - -------- RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. --�-- 1-�-� �- PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 3 RP - RADIUS POINT' CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 2 2 5 R/W - RIGHT OF WAY DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A I ����r�r,�-��� /Ir7 Jrr�I�� ��, I�I TC - TOP OF CURB BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT S l J 1 J 1 TR TANGENT RATE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S M 0 K ESTO N E STREET 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A TYPICAL SECTION INDEX M A P AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. T.I. - 5.0' R - 70 NOT TO SCALE STREET TREE LEGEND 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UP N REQUEST, THE REQUIRED PLAN REVISIONS STREET BOTANICAL COMMON NAME MIN.GROW O W SPACING SIZE QTY.SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. TYPICAL STREET SECTIONS CONSTRUCTION NOTES & QUANTITY ESTIMATE. NAME SPACE 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD NOT TO SCALE I T I HI P S AC A CHINESE LY STATE, THROUGHOUTCONSTRUCTION. SITE SHALLBE CLEANEDA SMOKESTONE ST. 5 30 O.C. 15 GAL. 19 EA. UPON REQUEST OF THE INSPECTOR. HIN N I PI TA H STREET IMPROVEMENT QUANTITIES c ss Es c E 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 1 M M ERIOBOTRYA BRONZE TO FILL PLACEMENT. ( 1 CONSTRUCT 3 MIN. AC OVER 4 MIN. CLASS 2 AGGREGATE BASE 35,437 S.F. B TORREY PINE CT, DEFLEXA LOQUAT 3 25 O.C. 15 GAL. 25 EA. N M '*A2-6" w R W 24 GUTTER A2-6 PER CITY STD. PLAN NO.104 2 064 L.F. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS 2 CONSTRUCT6 CU B , RHUS AFRICAN PRIOR TO EXCAVATION. PHONE N0. 1-800-227-2600 �3� CONSTRUCT 4M PCC SIDEWALK PER CITY STD. PLAN N0.103, "WM PER PLAN 6,855 S.F. MULBERRY LN. LA,NCEA SUMAC 5 20' O.C. 15 GAL. 9 EA. PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. 4 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO.106-A 872 S.F. C A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. JAMES FRET 5 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0.102&103 3 EA. CONSTRUCTION NOTES FOR STREET TREES. FOR BASE LINE ROAD CONSTRUCTION 6 CONSTRUCT CURB TRANSITION FROM 8" CF TO 6" CF 20 L.F. B. GENERAL TELEPHONE COMPANY (800) 483-30001. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. FOR UNDERGROUND SERVICE a- CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN N0.101, 4,910 S.F. 2, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE TYPE R-1, "W" PER PLAN FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 8 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO.300, "W" PER PLAN 2 EA. MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 1981 W. LUGONIA AVENUE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING REDLANDS, CA. 92373 &_ CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.307 2 EA. DIVISION. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 10 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND 1 EA. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 1 1 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A & 401-B 1 EA. E. METROPOLITAN WATER DISTRICT (909) 593-7474 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 12 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND 7 EA. 700 N. MORENO AVENUE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT COORDINATED BY THE DEVELOPER LA VERNE. CA 91730 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134 3 EA. F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 7951 REDWOOD AVENUE SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 14E- FONTANA. ADJUST MANHOLE RIM TO GRADE 3 EA. CA. 92336 SHOWN ON THESE DRAWINGS. 15 ADJUST WATER VALVE COVER TO GRADE 6 EA. G. PACIFIC TELEPHONE COMPANY (714) 999-5639 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 16 SAWCUT / REMOVE EXISTING CURB & GUTTER AND/OR DRIVE APPROACH 78 L.F. 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 17 SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS SAWCUT / REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO 2,108 S.F. THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER MATCH EXISTING AC PAVEMENT INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, DESCRIPTION o f REVISION DATE APPROVED PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING &-- SATISFACTION INSTALL STREET TREES PER NOTES AND LEGEND ON THIS SHEET HEREON 53 EA. OF THE CITY ENGINEER. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 19 INSTALL W53 SIGN & POST NOT A THROUGH STREET 1 EA.ENGINEER. ( CITY of RANCHO CUCAMONGA 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 20 INSTALL W TYPE N-5 (RED) SIGN 1 EA. THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SHALL BE LOCATED BEHIND THE SIDEWALK. TRACT 16302 STORM DRAIN QUANTITIES STREET IMPROVEMENT PLAN EXISTING SURVEY MONUMENTATION Roe.Ro� 30 INSTALL 36" RCP, D-LOAD PER PROFILE 284 L.F. TITLE SHEET �� s� No. 4756 31 INSTALL 24" RCP, D-LOAD PER PROFILE 35 L.F. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD W gyp: 9_�_2�3 � APPROVED BY: �� � � � DATE:� v' �'z THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY 32 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 1 EA. Underground Service Alert EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: �q CITY ENGINEER �' ' RCE: 24953 L - I NONE. �aF'CA1.�� 34 CONST. BLANKET PROTECTION PER CITY STD. PLAN 340 1 EA. �� s ��Lc DESIGN � �,.f RE C MMF�IDED CALL 1 � I SL MADOLE & �A SOCIATES, INC. CONSULTING CML ENGINEERS TOLL FREE ,nn 35 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 No. 62183 LA X AND LAND PLANNERS DATED: _� rS�' � `^-'� -------- W Exp: 9-30-05 W DRAWN °RA°c o CU�cAMONca'Ci 91 3007 SHEET 1 -800 t 36 PLACE CONCRETE BACKFILL OVER SD PER PLAN 235 S.F. WILLIAM R. JASSO P.L.S. N0. 4756 (so9) 945-1311 227-2600 CONSTRUCT 24" C.M.P. INLET TYPE V PER DETAIL ON SHEET 4 1 EA. �, 01V1 Eo�`'�Q DJ � OF-.!-- 37 F '4 37 �CA11 CHECKED aalRCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG `�I,✓ DATE S' "D3 FILE No 1 882 PROJECT SHEET N0. ____OF____ BENCHMARK SET 2' BRASS DISI( ON TOP OF CONCRETE RAILING STAMPED 'CITY OF RANCHO CUCAMONGA BM 10068 98 THE WESTERLY END OF HIGHLAND AVENUE BRIDGE OVER ETIWANDA CREEK AT THE SNrLY CORNER OF BRIDGE vi o 00 +coo L _ 131.32' O.C. ELEVATION 1404.554 _ 0 Iri 50 VC EXISTING - O - � - = o � PVI 73.9 50 VC GRADE o � - 0 NU +m PVI=73.94 O ao N i� U � 25� * N N 50' ilk. o � ._ m U N U p , An UN . n 00 M L=42.30' o0 O x 50 VC C14 o n _ O.C. $U 'Z• N o> ±coo R- PVI=67.36 _ `� + �i _. '4mUln o� °' 00�> Nn OR=2.76 - - X - v.�o-7o+os y- N N N ^ r7 00 y O ao Ql� PROPOSED TOP OF w- i o + N O _ M �, o o EXiST11VG _ _ _ - w� � �, _ _ . W LY. CURB __ : . __ _ oa ,�`, +m �} 370 1360 � '�' n��o �� ,,� GRADE - +� _ XI TIN E S G . N ^ _ .. GRADE - In Pvt=73.85 N 2 4 SORT. 50 VC o 'If R n 2 O� -1 led N r� = n M 0 o In N`° p7E 146.79' _ �0 c i r in +to �"R'? ALONGCROWN LINE O .o a-8 _j po a os cv n + 50' VC R=1.00X _ _ 00 o w- I 16 V' PVI= 7.19 .� •8 � cow n N co � �^ � ' _ N _ 0 o Oo °.+ + �' PROPOSED FINISHED ` m U 25�v _ man nolnon _ - _ - 13 6 0 �,, SURFACE ® CL o , , 1370 / o - N In to 25 cg - - t 131.32 .G N cC EXISTING ' o +� + •- - 5o Vc 50vc R=4.00% GRADE o o EXISTING =72.05 (0 PVI-73.94 �, R-2.53X al- ,i ,2.20 GRADE a n R _ .- 0411 PORT. 50 VC o0 / oo n U N 25 o N L=42.52' _ p po to / N 50' VC 5' N P6 >I. I- O.C. p _ am n n n d o> ori ± coo y R�2•� PVI=67.36 U 57.58' v o`°, d - m 17 �o o _ 137E J r W n p ♦ � ' L=3 .42 N�j n a - - _ - in N to 0!06 n PROPOSED TOP 0 - ___ _ _-- _ > o - - _ n � � U � ao DO CO 00 in - __ 1360 . �, �, � �,- _ � LY. - CURB a� � 5 .� 1370 - z o �� R- GRADE _. _ ... _ TR=2.05X a o + cp Lys Q to PROFILE r . _ HORtZ 1 40 tax fts2- VERT 1 4# 10 + 00 11 + 00 12 + 00 13 + 00 14+ 0 PLAN 1r= 40' 115 + 00 16 + 00 17 +00 CONSTRUCTION NOTES: SCALE IN FEET 0 40 80 120 160 1C CONSTRUCT 3" MIN. AC. OVER 4" MIN. CLASS 2 AGGREGATE BASE 2O CONSTRUCT 6" CURB W/ 24" GUTTER "A2-6" PER CITY STD. PLAN N0.104 3C CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, 1N" PER PLAN S M 0 K ESTO N E STREET SCALE: ' = 40' CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO.106-A SEE SHEET 3 5C CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO.102&103 7C CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO.101• 5' WIDE DRAINAGE TYPE R-1, 'W" PER PLAN EASEMENT ! $ � ( J 5 7 C 7 7 i 7 0 7 Q o 7 1 O �1 10 INSTALL R1 STOP SIGN W/ LIMIT LINE dt STOP LEGEND 21 $ 1a 12 $ V q 12 •7 $) 12 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND co CN g to III ,n a N 3 n n N 1 COORDINATED BY THE DEVELOPER (TYP.) rn J 3 0 3 I °+' } `� J ►'� 3 00 3 °D 1 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134 v m + + O PO 3 o N (TYP.) o - N m O + 18 B � � I � o + � + I 5 0 0 3 J d N - 0 18 B + 14 ADJUST MANHOLE RIM TO GRADE � " 1 15 ADJUST WATER VALVE COVER TO GRADE 109.70 83.00 83.00 99.92 I �o I 18 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 TORREY PINE CT. A + + + + + + + + + + + + + + 10+00.00 1 _ + 9s 1 TRACT BOUNDARY =56+27.88 _ ��, o �� EMOKESTONE ST. I r�,� _ N 00.1235 E 2 1 8 SEWER LINE 1 �G 14 + 25' WIDE DRAINAGE ,� ro'�N --iii 113 1 14 -------------- EASEMENT v `'� 4 . X01' G� 15 ao 2 8" WATER LINE ROyyN LfNC ,+ ,- 13 CL DRWY. 7 1 20 $ a W t�1°' B + N + + + + + + + + fO 6.10, �.�� 15 - W=16 o s r ( 64.94 80.00 80.00 80.00 25.73 _? , + 6¢50, _ 11 1 26 z huh 5 rn o M C) a 3 ,� n o 0 ° w + .1% 6' ST. LT. Iri w �i 3 0 3 o f � r3 18 B + m �8 g8 + ,� 0 P.L. 12 99.27 12' 18' 18' 12', o �`' o o ± o N o + 0 (TYP.) co 3 L t0,7 J J -� N � II c° I U U U U 3 - � II U I 7 7 7 12 7 U 3 m CL DRWY. 18 17 16 i 15 14 7 7 13 Co W-16� 1 c1 co o w N � 19 12 I DESCRIPTION of REVISION DATE APPROVED N CITY of RANCHO CUCAMONGA TORREY PINE COURT TRACT 16302 STREET IMPROVEMENT PLAN TORREY PINE COURT APPROVED BY: DATE: Q 3 CITY ENGINEER RCE: 4953 Underground Service Alert � ��, DESIGN SL MADOLE & ASSOCIATES, INC. RECO E DED CALL CURVE TABLE CONSULTING CML ENGINEERS TOLL FREE CURVE DELTA RADIUS LENGTH TANGENT No. 62183 �M AND LAID PLANNERS A 89.45'35" 27.00 42.30 26.89 ft °RANCHOH CU�c. ON(A�C��91730 07 1 -Q00 Exp: 9-30-05 DRAWN SHEET 227_8 00 6 90'14'25" 27.00 42.52 27.11 P 909) 948-1311 1 00'03" 1 31.42 15.84 �q�F F/V 1 FOF�\ � 2 OF-A- 227-2600 Ir 00 CAS CHECKED RCE No 62183 DRAWING NO. D 198'00'10" 38.00 131.32 TWO WORKING DAYS BEFORE YOU DIG V �I,v DATE S• '03 FILE No 1 882 E 15.42'39" 1 535.34 1 146.79 73.86 PROJECT SHEET N0. ____OF____ BENCHMARK SET 20 BRASS DISK ON TOP OF (01NCRETE PED "CITY RAILING STAM OF RANCHO CUCA100 L= 42.40 _ ___ _____� __ _ ___._ _-- -__ __ __ - __- , _ _.. __. __ _ _ _ ___ _ __.. __ __ _, _ _ _-___ _ _ _ _ 10068WESTERLY END OF E 10' CF TRANS. HK0HLAND AVENUE AT OVER ETIWANDA O.C. _ v \ (8' TO 6' CF.} _ .___ _ _ _ _ _ _ ___'L_.T6 OF BRIDGE. CREEK AT Y R THE SW'L CORNE VQ v J � L=103.36' O.C. __ _ D.C. - . _ J J Z 50 =42.52 ELEVATION=1404.554 0 • ao 50 VC o m L-42.30' _ o _ _ O.C. 1 � M n cfl os ' N 3 8.06V- 0 v - � - OO.C. PVI-1 ' o .n x U •,,� v � � d � � J \ J 359.29 >K 4 4 _ __._ ._ _.: - _._ _. 26.58 t@ W O �•W + K7i _ --._. _ ._ O W J d \ J U �. _ ^ t M m 0 rn m ,�� \ J m o U m 25 25' g J t7 M� N M to c0 Of ♦ t1D In m M 'qls d O __ N _ _ -_ M� � .- _..._ _. _ �,.� . _ _ O0: 00 .m � O � OD � Of � Of fp _ �t�7 � M to ^ N U ' � O U O of � M MM U ' N � • M � U • Ql m O1 � �j -0D � � to to � ♦ 00 _ , +M LL'� _. ♦ NM(Jj + p) M M M M tl+j n � CO� a- +1 M R`-1• - -� `n / r R=0.50076 EXIST. TR 2.852 TR 3.1996 GRADE _ PROPOSED TOP TR=o.Sooz 125.00' 26.83' OF N LY CURB 20 _ _ _ `° I= S.B.C.F.D. R/W TRACT BOUNDARY 1355 '� �o 50' 138.9 20'vc 1355 o - 0 PI= N _ _ _ __ _. __. . ..-_ -__. _ .. __ 9 + x - _ 1359.28 23 In r c.!�' o"? PVI=1358.03m �,r-°° •o W) 2' o rn 2 - _ _ - - O - _ _ - - - ,ao � ..moo .� .co,n 1 2 - - 2 - to o0 M~ + N� Q M Of OD C) tOn M�a� � W O QO _ Z _- - _. -.-._. . � - -- ON in c6 0 - nM+tn 04��� N . o M ♦to ♦ to toN c6 • ODfn M +f�UT Qj --- - r N{� tnr N� LO F . M 1 Lnj EXIST. FINIS - - - - - R=0.5 - - 1.299E R=1.00X SURFACE ® C.L. - 1 TRANS. . _ _._ _ - - _ (Ir TO 6" CF.) PTOOSED FINISH RFA t� 16.3 EXIST. SURFACE C.L. _. __ L ce Q, L 103.3fi 0. . 1355 � � GRADE . _, _ __ _ . _ : _ f _ _ _ __ _ . _ 135 o m v o^ 0000 M 50 VC 50 VC • o +M to 0 in o z + o 0 o M PVI=1358.06 .{}t g 26.6$ PVI=1359.29 l z � rn Ln M M O o��.�� �Mm +,n � � 8 r� ♦� .a, Q 25 �j 25, ^ ts- 00 =IR h � N U �� m EGD � 111 M �� ILR N g +''- Qr 1 / Z) �to ,� M -- - \ R=_ 1.00% U EXISTING GRADE z >K • S.B.C.F.D. rR rL -LtNEAR V OFSMOKESTONE PROPOSED TOP - 8 �' ____ _ _ _ . __ _ _. F Y CUR _ _ _ __ __, _ .._ ____ . . .._ _ __ _ ___. _.__ _ __ _ _. _. _ _ _ _ _._ _ . . _ ,_ ___ - - __ 1355 - _ GRADE o SL B -�� � � n • 1355 -- - ___ : PROFILE HORIZ 1'= 40' _ VERT 10= 4' _ 53 + 00 54+ 00 55 + 00 56 + 00 57 + 00 58 + 0 PLAN 1"= 40' P9 + 00 60 + 00 SCALE IN FEET 0 40 80 120 160 SCALE: 1 " = 40' .- II TORREY PINE CT. W W rR, J�7J MULBERRY LANE SEE SHEET 2 ` I W OD MULBERRY a . LANE1 . SEE RIGHT DWG. 6 MULBERRY 3LANE 00 0 23 23 38 0 , ' 18' 18' 1 1-9 ' Z N o W =53+55.69 CL INT. EXIST. ST. SIGN N 2 ,6 II ^ 9 0 I SMOKESTONE ST. x _ x � 16 16' w 6 7 7 N 7 8 _ TR, _ r- �., r , - - - - ,- `� N 53+52.09 17 _ �rJ �� � N 1 Nj r�, 12' 18 18 , 3 4 � cJ - g I 18 W � � o� 00 � � N n rn M e oD � ao � M ,� � JOIN TO EXIST. - _00 Q + 3 `�' 3 N L) _ ,.; W ,` "i D= 40 00 M a- + $ 1 - 13LEXIST IMPROVE ENTS. , I N .t � U � v o W_ W)� 17 61 1 �n �n r rn co + w 1 + m + a + " s, »y..��f N 00'1 35 E _ . x► + r + + ,n U o, o0 00 LOT A I I i o ss p w o 30 ,n o „ e V LO u� ,� 1 O 9 17 17 iv 17 X01 "� J 18 A 3 to J 'n J 3 f0 ,`� TRACT BOUNDARY 6' �� OJ O I NC �, 5 - J EXIST. ST. SIGN p`101 74.94 U (�-) 00 U O6 5 ���` 5 3 I W T + + + wlJ + + + + ' ..... _.._ ��. � 4 ���' - - - - - � � 108.26 82.73 ' S + + + + + © D + '+ C� s3.00 I cD cD j -co �. 11 �1 q� mph F °' ®h°'�C, o 11 2 3 8 3 0 n ,� a 18 �• h 1• '�•. h V 2 hp G 18 C w c� 3 3 C o EXIST. IMPROVEMENTS. ,� 2 _ N 89;58 10 E ____+__ - h rG cam' h � �o 1 __t - - - 8 C) >_ r, Co U z 0 5� 56 57 2 58 p O Q (TYP.) z + N (TYP.) " 2 00 1 13 15 14 15 0 p� - *� ST. LT.® MOC w + 0 1 0 )1 20 w I 18 18 1 0 � 8 w o m N + + + + + + W TYPE N-5 (RED)l 1 + 3 � m N 2 v ? v 1 { v � Ln rn cn w x wwN w .00 oo.o0 100.00 i 00.50 107.1 s 3 - - - - - �• �, a W o L,, 7 x 7 x CoZ M " a a C m�ft> . � M ,8 A 1 ' SMOKESTONE ST. C9 00 3 18 A 3 3 N 3 ri o to J ri cv_ - 1 rn ? U co Co Qzir z (TYP.) °+' a d ' I ( Z ►, (TYP.) 1 SEE LEFT DWG J W t7] d D C.7 d � 0 0 z Ln 3 n p H N� Ln m + V) N 'n m ;c 'n 3 1 o rn o a `'� 'n S S.B.C.F.C D. R/W �� Lq WN 0 Q 23 �� 22 o 0 21 8 1 I � o � 19 40W +w + m o a 9 Y OD +� + 0 20 �e Ln e m 'n �x N 7 3 12 7 7 i 2 � -o � v 7 » tr I 1 Tor O vy 3t 1d � 3� + Q zt'' z 19 �' LO LOT I B �N � o � aq - 25 WIDE DRAINAGE 7 I I I � SNS I h��V �N •-� OVERFLOW EASEMENT 1 12 (SEE DET. ON APPROVED ' ` ' ' • LIMIT OF EXIST PAVEMENT LIMIT OF NEW VEMENT ROUGH GRADE PLAN) 1 1 _ door_ _ _ x.00 mmm� _ _ _ . �-- ` DESCRIPTION of REVISION DATE APPROVED 5EGTIOR''A" fil-oW 1.1N� TRACT BOUNDARY CONSTRUCTION NOTES: INLET TYPE V J7 FLE TIOR DF-TAIL �Iraw�ss�v cum CITY of RANCHO C U CA M 0 N GA r 24" CMP PER DETAIL tO CONSTRUCT 3" MIN. AC. OVER 4" MIN. CLASS 2 AGGREGATE BASE NT's. 1 ON SHT. 4 OF 4 " " " " 0 TRACT 16302 � z 2 CONSTRUCT 6 CURB W/ 24 GUTTER A2-6 PER CITY STD. PLAN N0.104 12 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND SMOKESTONE STREET O COORDINATED BY THE DEVELOPER 3 CONSTRUCT 4" PCC SIDEWALK PER CrrY STD. PLAN N0.103, "w" PER PLAN STREET IMPROVEMENT PLA N INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0.134 N Cr O4 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PIAN N0.106-A 14 ADJUST MANHOLE RIM TO GRADE SMOKESTONE STREET W � �, 5 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO.102&103 O O 15 ADJUST WATER VALVE COVER TO GRADE MULBERRY LANE 4 PGG WIl}4 #4 t� O CONSTRUCT CURB TRANSITION FROM 8" CF TO 6" CF - ''p � CONs1"� MoN0UTHIG P� 16 SAWCUT / REMOVE EXISTING CURB do GUTTER AND/OR DRIVE APPROACH APPROVED BY: DATE: d U per•, 60 AP,�p R,pJGK WPW RM 7O CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO.101, 17 SAWCUT / REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT TO �# CITY ENGINEER {�1 t, j�'�/f RCE: 4953 Underground Service Alert TYPE R-1, "W PER PIAN O MATCH EXISTING AC PAVEMENT c DESIGN R � `�F. c� MADOLE 8c ASSOCIATES, INC. E� M�FA�DED CALL I✓Low g O CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO.300, "W" PER PLAN O SL 44 TOLL FREE CURVE TABLE 18 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 v CONSULTING CML ENGINEERS - - D. r � F �, � � NO. 621$3 � � AND LAND PLANNERS 1 _800 CURVE DELTA RADIUS LENGTH TANGENT I• 9O CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.307 O Exp: 9-3o-os DRAWN 10601 CHURCH STREET. SUITE 107 SHEET 19 INSTALL W53 SIGN & POST (NOT A THROUGH STREET) �+ ti} RANCHO CU Nl A CA 91730 227-2600 8 23652'53" 25.00' 103.36' - `` n O O (RED) F� CM- - 62183 10 INSTALL R 1 STOP SIGN W/ LIMIT LINE & STOP LEGEND q c,v 1� ��P DJ 909 948-1 31 1 3 OF 4 6 28'26'27' 33.00' 16.38' 8.36' 20 INSTALL W TYPE N-5 RED SIGN l � C C 89'45'35' 27.00' 42.30' 26.89' 51r GT I ON DETAI L � 1 1 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A do 401-B CHECKED RCE No DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG D 90'14'25' 1 27.00' 42.52' 27.1 1' µTS `'� ✓ DATE 3 FILE No 1 882 PROJECT SHEET NO. OF