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HomeMy WebLinkAbout1621 �Q <v� I GENERAL NOTES EXISTING SURVEY MONUMENTATION 1 . o� ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD w Q CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CONSTRUCTION—CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS Z N BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. FOLLOWS: 2. NONE ARROW ROUTE ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS 2 8 Al7 l WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE WORK IS TO BE DATED: DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. JEFFERY C. VAN DAM R.C.E. NO. 39986 15 cf) w 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEM— v SELVES WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO O EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. •- SIXTH STREET A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING LLJ' DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF w > 12� RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. < 0 w = 5. > O cn ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES Q SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FEET OF SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL w cn = PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR Y w VERTICAL CURVE AREAS. J Q 6. U ALL SEWER, WATER, ELECTRICAL, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS OR CONSTRUCTION NOTES FOR STREET TREES CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO 1 ' COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE ALL STREET TREES TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 2 4TH STREET PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 8 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY CITY INSPECTOR. STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 3. LOCATION M A P 9 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED ENGINEERING DIVISION. TO THE CITY ENGINEER, LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 4' STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTION (PRIOR TO FINAL PLAN APPROVAL). LEGEND WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF ROCKY 3 MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH SYMBOL STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY. \ \ 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. O HYSSOP BRACHYCHITON POPULNEUS BOTTLE TREE 25' 0.C. 15 GAL,, DRIVE 0f 7 i 12. w 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 w Q APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 33' U w 33' 11' 22' 22' 11' 13. 4' 13't 13't a ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 0.5' w w OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATIONS OF 21;> w w < 2% CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEMS OF WORK <1.6� 1.6�-3�> REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 2 — - -- _ QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PROPOSED3 PROPOSED A.C. PAVING PROPOSED 14. CONNCRETE S/W 1 & BASE 2 CURB & GUTTER STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 —A AND 401 —B SHALL BE CONSTRUCTED AT EACH INTERSECTION. CONSTRUCTION NOTES QUANTITIES TYPICAL SECTION 15. CITY OF PLANSFROM FOR THE RCOORRECTION VAL OF ED ROES OR AOND RELIEVE OMI SIONH DISCOVEREDRDURIING CO S RUICTION. Qi CONSTRUCT 4.5" OF A.C. PAVING OVER 4" OF AGGREGATE BASE. 10,780 S.F. HYSSOP DRIVE UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO O2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY STD. 104 (A2-8) 544.47 L.F. THE CITY ENGINEER FOR APPROVAL. R= T.1. Q CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER CITY STD. 103. 2,500 S.F. 16. 0 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107—B 1 EA. WORK SITE AND EXTERIOR STREETS SHALL BE NEAT, CLEAN, HAZARD—FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE Os CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. 101—C 540 S.F. INSPECTOR. Os CONSTRUCT PAVEMENT TRANSITION PER CITY STD. 406 44 L.F. 17. Q INSTALL 5,800 LUMEN HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 1 EA. CONTACT ALL UTILITY COMPANIES, AS REQUIRED, TWO WORKING DAYS PRIOR TO s INSTALL (R26) "NO PARKING ANYTIME" SIGN & POST 2 EA. EXCAVATION. 0 Q CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 1 EA. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 10 INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND LEGEND 8 EA. A. GENERAL TELEPHONE CO. (GTE) ON SHEET 1 1 —800-483-5000 0 INSTALL (R26B) "NO PARKING HERE TO CORNER" SIGN & POST 1 EA. B. SOUTHERN CALIFORNIA GAS CO. 1 -800-427-2200 � SCF 5/-fCET 2 FOR RELOC�TCD CURQS/DE OR/-I/N OUTLET , REMOVED PROP ST. -TMZEE 4 C. CUCAMONGA COUNTY WATER DISTRICT DESCRIPTION OF REVISION PATE CITY APPROVED: 909-483-7440 METROPOLITAN WATER DISTRICT C TY OF RANCHO CUCAMONGA D 909-593-7474 E. SOUTHERN CALIFORNIA EDISON TITLE SHEET 909-357-6191 BENCH ' MARK FOUND BRASS DISC IN CONC. BRIDGE ABUTMENT STAMPED HYSSOP DRIVE "SB CO BM 700-25 1968" 8' S. OF S. RAIL OF A STEEL D R 97 - 02 GIRDER BRIDGE OVER DAY CREEK FCD CONC. CHANNEL �. APPROVED BY: DATE: ELEV.= 1 128.0390 -�-i CITY ENGINE .. �QN� (,� R.C.E. N 24953 ,, 9 1 �:' ! DESIGN J EFFERh . VAN DAM RECOMMENDED E B CONSULTING CIVIL ENGINEERS 1844 W. 1 1 TH ST., SUITE D C;VII DRAWN SHEET UPLAND, CA 91786 E.B. (909) 931 -5070 1 OF 2 CHECKED �� Lam— /� /x/97 DRAWING NO. JE C. VAN DAM R.C.E. NO. 39986 DATE 16a1 v � Q aM o LLJ BENCHMARK: J w FOUND BRASS DISC IN CONC. BRIDGE ABUTMENT STAMPED p N w "SB CO BM 700-25 1968" 8' S. OF S. RAIL OF A STEEL W EX ST. GROUND W P OF/ GIRDER BRIDGE OVER DAY CREEK FCD CONC. CHANNEL © PROPOSED S/ cF 10o vc of z Q PROFILE ® 331T. 28.5 LT. �i VPI=100.46 w w ~ a U Q o m w 105 LT.V V v m 100' VC In " Qr r` w co rn + z ri ELEV.= 1128.0390 U 014 u) co � N h o r N II 0 0 L) a3 VPI=97.48 > a + pi + o + o + o z + o w �Q 'I'�i �!°A 4� �� w 0 N N rn N 00 rM In < M 6�1 ° J cll� Qr a O U ~ O� ��° CU v~i > U U p ~ Lo r ` rio JJ J 00 m X m F- lrl h O N ZJ N w ,n ro o N + ao `* '�, <1.44%_ r, �rlo Ln m O rn t` + op N rn °' �101(�, ° , J EXIST `��' O+ o + + ^ Q °, N r a' ; �,�LT. 100 + `< ° ° ° sJ EXIST. E.P. o w rn rn �` 01 a _ ti° L= s„ 100 LT. DR PROFILE ® 22'LT. �9 ��� ° —— — — `o `, ro, — �9 ° — TAN=2.97% PROPOSED TOP OF URB (8"CF) ssJ s? l <O.8% a� / I PROFILE ® 2 2' LT. �� �•� 311 / V) 100' VC I.-: R, ,°� OhR .,O EXIST. C. . TAN=1.00% ^ �� LT. 95 �`,o Q VP1�100.31 w a R, �0� ,oR4�, ,°RS �o� h 105 C/L a `- W 0 0 0 F- > °p \� �ti ,o , 3 100' VC ou o (o o i h°� oti0 ,o y w VPI=97.33 > +of + o + o + o y Z R1 L V w � a N 0) N r7 r7 °�, O�k�, W > a O ,� N N � ��`� (<' EXIST. TOP OF PAVING Q Q = m � 00 0 + 00 0 PROFILE CSP C/L N O 'n N rn N rn h�1 0�°'�' <1.44% C/L 100 + < + co + � ± m ° aryl, � TAN=1.44% 100 C/L PRO TAN=2.97% OSED U w TOP OF PAVING o �• P R 0 I LE ® C/L o N° w (0.28 >) 0.43%>) (<0.76%) 100' VC O z <1.00% TAN=1.00% w � Q EX ST. GROUND 66h� VPI=100.46 W PROFILE ® 33' RT. C/L 95 �� V V V U o •• � 105 RT. 100' vC ~ co I� �`' �_ ~ a0 EXIST. TOP F PAVING o `° r, "' N 0- O pq IZ VPI=96.64 �n � � O N II co PROFI E ® C/L rn v > V N rn N o o o za U U U U > V w m ~ ~ °� t\ W > > U > U r 1 °� Js N m U m ~ I- O rn N rn R� o ! °� Sj J ,n o o + <1.44% 56X 4'4 OT RT. 100 + W + X + + ��, °ti0 �� _ ; ��� L= 's, EXIST. E.P. 100 RT. cD z o ry + O G G TAN=2.97% 2-b� � 0k�\y� TAN=3.10% EXIST. C.B. ss RT. 95 ,4� so PROPOSED TOP OF CURB 8"CF TOP OF CURB o PROFILE 22' RT. < SCALE: ~ HOR. 1 "= 40' VERT. 1 "= 4' FEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 0 10 20 30 40 50 100 150 0 5 10 20 30 40 50 METRES SCALE: 1 " = 40' CONSTRUCTION NOTES Oi CONSTRUCT 4.5" OF A.C. PAVING OVER 4" OF AGGREGATE BASE. o O2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY STD. 104 (A2-8) a 03 CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER CITY STD. 103. Q0 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107—B z O5 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. 101—C o FOR 6TH STREET IMPROVEMENTS < m 1 0 O6 CONSTRUCT PAVEMENT TRANSITION PER CITY STD. 406 SEE DWG, 294 SHT. 11 REV. 1. o 1Q, Q m (D INSTALL 5,800 LUMEN HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 0 Li ao x < R $ 8 INSTALL R26 "NO PARKING ANYTIME" SIGN & POST z C'l w ( ) J N o �, O w m z = I I N w ! W `- t 20 s CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 3 50 J o \ O 19't 36' 1 3 0 `�' C)C o �' G o m� to INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND LEGEND w I U V) L) w C wo `c9 nWpR'() 9 N a 0 3 ON SHEET 1 _ N Dl p \O XN O W \ W n n w °) _ + \ N n t1 INSTALL (R26B) NO PARKING HERE TO CORNER SIGN & POST In d z = J Z f Li I O (�U 7 O 00 � � Opo ± m U U w W N TEL VLT Z F- ( ) m w (97.07)TC o Ln O O F- I 0- o J I� Z �. Z - 0' WN U O I (96.40)FL - w U V Z O Z warn I �- �- w w T o M (ELEC. NA I I I EXIST. LEC VL .. ^ I CID (SL LIGHT) ao N _t .. . _ + rn w w 8 (D m O 3 =7633.00' (ELEC. TRANS) 3 x 00 o 0 0 0 ,j L) I) (FIRE HYDRANT) G of I I L=293.05' + Lw 9 _,z.......................... - --- - - �1 - °>° 7-C(SW O 3 CATCH BASIN) 3 �f7 � 9fo.�0 h 2 H- v N — o ; N 00'10'59"'E' N y 1+00 + V +I `.4 v J 5 - _ R=7600.00' 2+00 `` �'o— --�T- -----�- 0+00.00 C L HYSSOP DR. 59.51' r I � 1 �8 1 oo co ^ o Pn 3+00 n to 6 Fo�s'J4+00 T" 5+00.00 C/L C/L 6TH STREET / (96.39)TC —� _ -rn rn '? N o rn o o - _ 5+00 PAINT) PAINT 100' 4" SOLID YELLOW cy 2 _ (95.78)FLh -- rT (STOP SIGN ��` ( W -- r'o \ (CATCH BASIN) � �--- -ZZ/- CN (x7.27)tc I � oria � W w >?EV/SEO C[IRBS/DE O1?/-7/N LOC/�T/ON 6 /•lODED /•!S-QUILT I I (SIGN)3, _ ~ w rnw (ST. LIGHT vLT) ❑ b(ST LIGHT) �- (96.69)Fy (ST. LIGHT) m 0^ a O Q TRANS. PRD ; ApDEO S/W P120F1LE 6 GR/tDES. '1-LZ-48 A� ,, -" H Y S S (") P w o- w DATE CITY J LJ v " \ " ® � DESCRIPTION OF REVISION o cn_ w V \ m w w N APPROVED: U O po w �� � V LLI 00 V) zVC TY 0 � RANCHO CU CAM ON GA X Xu G) M o `moo o � `�' LJ z • w (O w N w or m U O �� + cr + 0_ + \ < m N w M w 3 M w X00 co m M STREET IMPROVEMENT PLANS ° HYSSOP DRIVE J DR 97 - 02 k', APPROVED BY: 'DATE: /� u CITY ENGINEER R.C.E. NO. 24953 JEFFERY Q,-' VAN DAM w DESIGN RECOMMENDED Exp. 12,/319/97/97 E.B. CONSULTING CIVIL ENGINEERS Q 1844 W. 11TH ST., SUITE D ST�ClVI'v���\P 1 DRAWN SHEET UPLAND, CA 91786 , c E.B. 909) 931 -5070 2 of 2 CHECKED Z—� �C��//y) DRAWING NO. JEFF C. VAN DAM R.C.E. NO. 39986 DATE l bcQ i