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HomeMy WebLinkAbout2122 BENCH MARK: AS SHOWN ON PROJECT NP. DR87-59: CHS. SQ. AT C.L. CATCH BASIN, N.S. "G" STREET 820 FEET E/0 TURNER AVE. EL: 991.56 HAVENPARK THE BENCH MARK USED WAS THE T.C. IDENING AT THE N.E. B.C.R. OF CENTER STREET STREET WPLAN AS SHOWN ON SHEET 2 OF 12, PER PARCEL, MAP O. 17303 ELLEV::E1031 66CT NO.1mrY F RAN H AM N A 887-59, FILE NO. 321. SIXTH STREET - - i GENERAL NOTES: 1. ALL WORK SHALL THE STANDARD SPECT CATIACCORDANCE ONS FORPUBLIC WORKS CONSTRUCTION -CUR ENT EDITION,E CITY OF OINC UDNG IT'SCAMONGA ANNUAL STANDARDS, AND STREET CONSTRUCTION NOTES SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR NTH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARD AND SPECIFICATIONS. N0. DESCRIPTION QUANTITES UNIT 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE �1 COSNTRUCT CURB AND GUTTER A2-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. 590 LF I HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, OR PROTECTED IN PLACE AS O2 CONSTRUCT 5" A.C. OVER 10' A.B. 7729 SF REQUIRED AT NO COSI TO THE CITY OF RANCHO CUCAMONGA. �3 SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE WITH NEW A.C. 872 LF I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, O4 SAWCUT AND REMOVE EXISTING CURB & CUTTER AS NEEDED SHOWN PER PLAN. 872 LF WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O5 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114 (W=6'). 1782 LF a 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT SCALE: 1•=40(' PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCH CUCAMONGA EASEMENT OF RIGHT-OF-WAY. O CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101. 4 EA. IRApE-�� 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE 0CONSTRUCT ACCESS RAMP DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 & 103. 4 EA. ��\A POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT MIN. TREE GROW TRADEMARK TREE 9 INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE STREET NAME SYMBOL BOTANICAL NAME COMMON NAME SPACE SPACING SIZE CITY. OS CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-0. 1 EA. - - - AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE HAVEN AVENUE BENTLEY­ MAJESTIC GRANDIFLORA NCN 8 FT. 60 FT. O.C. 15 GAL. 8 O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 300, (W=7', V=4.28'). 1 EA, a I I "MAJESTK; BEAUTY' CONSTRUCTED PRIOR TO PAVING. I ® 10 CONSTRUCT LOCAL DEPRESSIONS FOR SIDE OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 2 EA. ' 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL 4TH STREET 307. -ENTE RIS TR " SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE PUrTANUS ACERIFOLIA LONDON PLANE TREE 8 F1. 30 FT. MAXIMUM 15 GAL 11 al' COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TOT HE PLACEMENT OF BASE "BLOOD GOOD' 11 CONSTRUCT 8" CURB At-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 AND BUS BAY STANDARD PLAN 119. 126 / 1023 LF / SF TRADEMARK PARKWAY MATERIALS AND/OR SURFACING. j C) PINUS CANARIENSIS CANARY ISLANO PINE 8 FT. 25 FT. MAXIMUM 15 GAL 7 12 REMOVE EXISTING CATCH BASIN AND CLEAN CUT ENO OF EXISTING PIPE TO JOIN NEW 24' RCP EXTENSION. 1 EA. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST _ s OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 13 CONSTRUCT 24" RCP PER CITY OF RANCHO CUCAMONGA STD. DWG. 341 (TYPE 11) 69 LF _ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING CENTER AVENUH ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF �! BRACHYCHITON POPULNEUS BOTTLE TREE 5 FT. 2S FT. O.C. 15 GAL 8 f4 EXISTING FIRE HYDRANT TO BE RELOCATED PER CVWD WATER & SEWER IMPROVEMENT PLAN AS SHOWN.. 5 EA, AGGREGATE BASE. 15 EXISTING POWER POLE AND APPURTENANCE TO BE REMOVED BY SOUTHERN CALIFORNIA EDISON AND ELECTRICAL FACILITIES 6 EA. FOURTH STREET - 10. PAVING SHALL BE PREFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. TRADEMARK ST. WILL BE CONSTRUCTED UNDERGROUND BY OTHERS PAID BY THE DEVELOPER. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE PRUNUS BLIREIANA NCN 3 FT. 20 FT. O.C. is GAL 8 16 EXISTING ITEM TO BE RELOCATED BEHIND CURB FACE PER SIGNING STRIPING PLAN. 8 EA. SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS 11 EXISTING SIGNAL PB TO BE ADJUSTED TO GRADE AS NECESSARY. 2 EA. SHALL BE FILLED NTH A FINE GRADE MATERIA! OF A QUALITY BETTER THAN THE NATIVE MATERIAL. COMMERCE !n� CENTER MAGNOLIA GRANDIFLORA NCN 3 FT. 20 FT. O.C. 15 GAL 43 18 EXISTING EDISON VAULT TO BE ADJUSTED TO GRADE AS NECESSARY. 3 EA. LL,O CA T 0 O N MAP 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON THE SUB-GRADE, A SOILS STERILLANT REGISTERED BY THE E.P.A. ' "ST. MARY' O FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 19 EXISTING STREET LIGHT TO BE RELOCATED BEHIND CURB FACE PER CITY OF RANCHO CUCAMONGA STANDARD BY SCE, 4 EA. COORDINATION & PAID BY THE DEVELOPER. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE NOTICE TO CONTRACTOR CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF 20 EXISTING ITEM TO ADJUST TO GRADE AND PROVIDE TRAFFIC VALVE BOXES AND APPURTENANCES. 6 EA. WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSTRUCTION NOTES FOR STREET TREE$ CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 21 ITEM TO BE PROTECTED IN PLACE. 20 EA. APPROVAL OF THIS PIAN BY THE ENGINEER AND CITY ENGINEER DOES NOT CONSTITUTE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE HATH CITY STANDARD PLANS. A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH 22 EXISTING SIGNAL POLE TO BE RELOCATED PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B 2 EA. OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE INTERSECTION. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED LIMITS OF THIS PROJECT. THE EXISTENCE AND LOCATION OF THE UNDERGROUND TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFECIENCIES MAY REQUIRE BACKFILL 6 MYER POLE TO BE RELeeATEB AS SHOWN. EA. UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. OF AVAILABLE RECORDS. AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY 24 EXISTING BLOW-OFF VALVE TO BE RELOCATED PER IEUA STANDARDS. 1 EA. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT. INDEX OF DRAWINGS 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 25 CONSTRUCT SIDEWALK LAYOUT PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103. (W=61) 1674 LF CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 26 ITEM TO BE ADJUSTED TO GRADE AS NECESSARY. 6 EA. SHEET N0. DESCRIPTION 1 TITLE SHEET, GENERA! NOTES, STREET TREES TABLE, LOCATION MAP, CONSTRUCTION NOTES, 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 21 CONSTRUCT 8" CURB A1-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 AND BUS BAY - RIGHT TURN LANE 100 / 2055 LF / SF QUANTITY ESTIMATE, LIST OF STANDARD DRAWINGS, AND NOTICE TO CONTRACTOR PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: STANDARD PLAN 119. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, 2 STREET TYPICAL SECTIONS & FIBER OPTIC DETAIL A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 1-818-969-7911 EXCEPT FOR THE 66 KV ELECTRICAL) ON THE PROJECT SIDE OF HAVEN AVENUE 28 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA NAM 16000 LUMEN, 0.8 AVERAGE MAINTAINED 7 EA. MR. BOB STALLINGS SHALL BE UNDERGROUNDED FROM THE FIRST POLE NORTH OF TRADEMARK STREET TO FOOT CANDLE NTH HIGH PRESSURE SODIUM VAPOR LUMINARIES. FOR BASE LINE ROAD CONSTRUCTION THE FIRST POLE SOUTH OF 4th STREET, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE 3 PLAN & PROFILE, HAVEN AVENUE OR OCCUPANCY, WHICHEVER OCCURS FIRST. 29 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA SIO. PLAN 107-A 1 EA. B. VERIZON 1-800-483-3000 THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECRICAL, EXCEPT O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 300, (W=21', V=8.62'). 1 EA. 4 PLAN & PROFILE, FOURTH STREET BUS STOP PASSENGER DROP OFF C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. FOR THE 66 KV ELECTRICAL) ON THE PROJECT SIDE OF 4TH STREET SHALL BE SEE TRAFF. & 216 N. EUCLID AVENUE 1-800-427-2000 COMM. UNDERGROUNDED FROM THE FIRST POLE WEST OF HAVEN AVENUE TO THE FIRST 31 CONSTRUCT TRAFFIC SIGNAL POLE NTH SAFETY LIGHT PER TRAFFIC SIGNAL PLAN (PREPARED BY OTHERS). SIG. PLAN ONTARIO, CA 91762 POLE WEST OF CENTER AVENUE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR 5 CENTER AVE„ COMMERCE CENTER DR. & TRADEMARK ST. D. CUCAMONGA VALLEY WATER DISTRICT 1-909-987-2591 OCCUPANCY, WHICHEVER OCCURS FIRST. 32 NOT USED ------- ---- SIDEWALK & DRIVEWAYS 10440 ASHFORD STREET 33 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA WITH 5800 LUMEN, 0.8 AVERAGE MAINTAINED 11 EA. 6-8 SIGNING AND STRIPING, NOTES AND DETAILS RANCHO CUCAMONGA, CA 91730 FOOT CANDLE WITH HIGH PRESSURE SODIUM VAPOR LUMINARIES. E. METROPOLITAN WATER DISTRICT 1-909-593-7474 34 GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY ENGINEER. (OVERLAY ONLY) (89,406) SF 700 N. MORENO AVENUE LA VERNE, CA 91750 -- 35 REMOVE EXISTING 24" RCP AND CATCH BASIN, RECONSTRUCT MANHOLE WALL AS NECESSARY TO CONNECT NEW 24' RCP. 1 EA. DESCRIPTION OF REVISION DATE CITY F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 PPROVE G. ADELPHIA 1-800-626-6299 CITY OF RANCHO CUCAMONGA 36 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329. 2 EA. (PORTION OF RED HIL!) CURB AND GUTTER (A2-8) STD. PLAN 104 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG WITH ELECTRIC LINE PER SCE PLAN PAID BY THE DEVELOPER (SEE SHEET 2 2076 LF FOR DETAIL). H. CHARTER COMMUNICATION 1-909-987-6275 DRIVE APPROACH & SIDEWALK STO. PLAN 101 CITY OF RANCHO CUCAMONGA ACCESS RAMP STD. PLAN 102 6680 VIEW PARK COURT CURB OPENING CATCH BASIN STD. PLAN 300 38 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. SEE TABLE EA PLAN & PROFILE RIVERSIDE, CA 92503 LOCA! DEPRESSION FOR CURB OPENING CATCH BASIN STD. PLAN 307 PORTION OF MEDIAN ISLAND TO BE REMOVED INTERFERING WITH PEDESTRIAN TRAVEL CONCRETE COLLAR STD. PLAN 329 39 PATH AND CONSTRUCT NEW CURB (A1-6) PER CRC STD. PLAN 104 MODIFY TO 20 LF HAVENPARK SIDEWALK & RAMP LAYOUT JOINT DETAIL STD. PLAN 103 MATCH THE EXISTING MEDIAN CURB. CURVILINEAR SIDEWALK STD. PLAN 114 PARCEL MAP NO. 17343 CURBSIDE DRAIN OUTLET STD. PLAN 107-B STREET WIDENING CURB A1-8 STD. PLAN 104 EXISTING SURVEY MONUMENTATION BUS BAY - RIGHT TURN LANE STD. PLAN 119 TITLE SHEET SIGNAL POLE STD. PLAN 401-8 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD 8E DISTURBED BY INSTALLATION OF REFLECTIVE HYDRANT MARKERS STD. PLAN 134 APPROVED BY DAT R PIPE BEDDING AND SHADING STD. PLAN 341 CITY ENGINEER �.,,' R.C.E. NO. 24953 p THIS PROJECT. All SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE TREE PLACEMENT STD. PLAN 501 4�ft���� DESCRIBED AS FOLLOWS: �q N �� DESIGN RECOMMENDED � OfESSiQNq CURBSIDE DRAIN OUTLET STO. PLAN 107-A � �?��T� omsen Engineering, Inc. N NONE y Industr , CA 91748 DRAWN TO 18811 EGate Ave. SHEET IIS 8244 �17 1 NO 8244 �d �[ eFo Q�•?� � � � TO Tel. 828 983-9350 1 pE 8 DATE �'�'d� T^.� y� /YIl Fax B28 983-2379 m F ���Q� CHECKED R.C.E. N0. 8244HANS C. DRAWING NO. � E , �'�tf�f CALt � CA CRC PATE •Oar FILE NO. Y. -f - TIC',129 1.14 G:\6 $6\st.plon 41_02.dwg xre BENCH MARK: AS SHOWN ON PROJECT NP, DR87-59: CHS. SQ. AT C.L. CATCH BASIN, N.S. "G" STREET 820 FEET E/0 - TURNER AVE. EL: 991.56 THE BENCH MARK USED WAS THE WPIC. AT THE N.E. B.C.R. OF CENTER STREET AS SHOWN ON SHEET 2 OF 12, PER PROJECT N0. OR87-59, FILE N0. 321. 07- NOTE: ELEv: 1031.6 A.C. OVERLAY ZE FEA EKING s,su+rr to n.rlaa oI tzls At frY+r Y 8' t3' 11'` 11' 10' 33' Of uaeoc' �' of trwwh to V* *pth APPLY IF FIBER OPTIC LINE LOCATED WITHIN 13 II� 2 i STREET STRUCTURAL PAVEMENT AREA. 6. 2/ MIN. A.C. PAVEMENT 3 3 / 4SIDEWALK C. REMoVAL EX. PAVEMENT S/W raAs� wk a LA KS100 If III If HALF STREET HAVEN AVE. TYPICAL SECTION 25 r vAr?,n+o T ••••••••••• SACLE: 1'=10' HORIL 1'=2' VERT. HALF STREET CENTER AVE. TYPICAL SECTION SECTION TAKEN AT �� "��� �� SCALE: I'=20' HORI . 1'=7 VERT. STA. 19+40.62 '''� SECTION TAKEN Al �:�t•�.4 r W STA. 11+55.00 :T f LACK RC1 SLURAY •• DUC? SPAMN f Joval E 3' MIN. t I^A SPAC 10.5' MAX. � f Axa•, Ixr. Ix�, txI CURVILINEAR rIK1 OITIC WNDUITf ,. 3/t' IND SIDEWALK e' IRC 33' 8' NTTJRIs MSO SOT IRS Vd. SPAc;NO PtR MFa SAEcf. .' :. 20' 13 3 TRIC[ VIRC TO K INSTAL D VI N 0.5' MIN. MIN. a EX. PAVEMENT FIRSt FIKII OPTIC CARL[ o, e MAX. I 13' 11' 111 12' MIN. I 6.5' �' S/W29 ' NOTE: VAULT SPACING DEPENDS UPON BENDS, MINIMUM OF CITY�NEER.O-ORDINATE PRIOR TO CONSTRUCTION WITH SIDEWALK 3 8' 59' �' 25 EASEMENT I � 12' t 1 R A.C. REMOVAL Ex A.C. PAVEMENT 34 37 FIBER OPT1 C DETAIL` N.T.S.I- - HALF STREET COMMERCE CENTER DR. TYPICAL SECTIO_ SCALE: "=20' HORI 1'=2' VERT. SECTION TAKEN Al STA. 14+40.00 5 2 TI = 9.0 R = 50 HALF STREET HAVEN AVE. TYPICAL SECTION SCALE: 1'=20' HORIt. 1"=2' VERT. SECTION TAKEN AT 33' 6'43' STA. 14+60.13 20' 13' I EX. PAVEMENT 6.5' S/ lt� W2� 6 a 25 - 9 67 Qr HALF STREET COMMERCE CENTER DR. TYPICAL SECTION STREET SCALE: I'-20' HORI . 1'=2' VERT. 8' 13' 11' J- 11' �� 17 10' 10' SECTION WAKEN AT 1.5' 6.5' I 59' MIN. 80°52'33" 30 STA. 20+00.00 12' t 0 EX A.C. PAVEMENT 34 40' O R == '� A.C. REMOVAL VARIES _ _ 10.01Y 52' L = 14.12' 9.77 33 26 HALF STREET HAVEN AVE. TYPICAL SECTION SCALE r=20' HORIt. 1'-2' VERT. 6.5 20' o> 1'.'.'•'.'.'. .'''' .'.' '' '' '•'. .v; . SECTION TAKEN AlI >- oo '•'.. STA 12+19.64 3% W) S/W EX. PAVEMENT �''•'...''•'.., d o� _ r ' a HALF STREET TRADEMARK ST TYPICAL SECTION L_ IS 12' �- SCALE: 1'=20' HORI 1'=2' VERT.48' 10' a 2' �IDEWAE� SECTION TAKEN ATo R/WEX. PAVEMENT BAY y STA. 19+92.73 R = o � WIDENING T = 5.45' R 5.50' EX. A.C. 34 sy 2' .5 L = 8.59' o T � 5.45' O3 7 I~MIN. X � I o � rz T9.0 . EASEMENT LINE5TI CONSTRUCTION NOTESI HALF STREET FOURTH ST. TYPICAL SECTION SCALE.- 1 =20' HORN=2' VE . S SECTION TAKEN Al Ol --COSNTRUCt CURB AND GUTTER A2-8 PER CITY OF RANCHO CUCAMONGA STANDARD STA. 25+12.61 PLAN 104. 0.5 MIN. O2 -CONSTRUCT 5" A.C. OVER 10' A.B. 10.5' MAX. I 8' MAX. O3 --- SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE 3u7F ' MIN. Bit CURVILINEAR WITH NEW A.C. 60' 4 I SIDEWALK 48' IT a �5 -CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD TYPICAL DRIVEWAY DETAIL EX, PAVEMENT 3a 2% I EASEME _ PLAN 114 (W=6'). COMMERCE CENTER DRIVE CONSTRUCT 80 CURB At-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 SCALE: 1 = 10 I5 ( AND BUS BAY STANDARD PLAN 119. I 25 CONSTRUCT SIDEWALK LAYOUT PER CITY OF RANCHO CUCAMONGA STANDARD PLAN HALF STREET FOURTH ST. TYPICAL SECTION 103 SCALE: 10-20' HORI . 1 =7 VERT. SECTION TAKEN AT STA. 22+00.00 27 CONSTRUCT 8' CURB A1-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 AND BUS BAY - RIGHT TURN LANE STANDARD PLAN 119. CITY DESCRIPTION OF REVISION DATE ppROVE 10.5' MAX. 0.5' MIN. 0-GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY 3' MIN. I 8' MAX. ENGINEER. CURVI LINEAR 6' 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG WITH ELECTRIC LINE PER SCE PLAN CITY OF RANCHO CUCAMONGA 60' � PAID BY THE DEVELOPER (SEE DETAIL ABOVE). 48' 12' 5' I PLAN & PROFILE EX. PAVEMENT 34 - - _ �c I HAVENPARK s PARCEL MAP NO. 17303 STREET SECTIONS & DETAILS HALF STREET FOURTH ST. TYPICAL SECTION SCALE: 1'=20' HORIZ. 1'=2' VERT. SECTION TAKEN AT STA. 16+64 TO STA. 24+33 _ APPROVED BY DAT61 � 8 ��QRO E�Oyq/ CITY ENGINEER R.C.E. NO. 24953 DESIGN Thomsen Engineering, Inc. RECOMMENDED 4v L, TO 18611 E. Gale Ave. 'J�� .'yfr• Industry CA 91748 � IVO 8244 DRAWN'OSI SHEET, � •, r f.og•.7�fl8 TO TeL (M2 965-9350 2 OF 8 m JJ CI V11 �J�Q. Fax (626) 965-2379 CO 9lF�f=E- CHECKED / DRAWING NO. 0) R.C.E. NO. 8244 1 Q CRC ATE •Z/•0G FILE NO. ! (� _ _ _ KIN . ei_060921.134 G\Nk6\st�lon_01 02.dwg xre BENCH MARK: AS SHOWN ON PROJECT NP. DR87-59: CHS. SQ. AT C.L. CATCH BASIN, N.S. "G" STREET 820 FEET E/0 j TURNER AVE. EL: 991.56 THE BENCH MARK USED WAS THE T.C. AT THE N.E. B.C.R. OF CENTER STREET Al2 Q/2 e/2 e/2 AS SHOWN ON SHEET 2 OF 12, PER DRIVEWAY o0 00 co PROJECT NO. DR87-59, FILE NO. 321. ^� N f} ELEV., 1031 .66 V d, 00 U) 00 � cp N � >R � .� + 04 O I- � � O EXISTING TOP OF CURB + w Ee. — NM0) TOP Of CURB ALONG it' WIDENING R FLOWNE + r; + M (o c� a c0 ca 22.80' L-21.82' 1040 � � N 00 L-- 304© 1040 a, + M + ON CURB ON R8 o � L=33.47 =17.26' Q ON CURB N CURB ON CURB RETURN `c�i °,R yr �— cdAn °- N N U z M N &rT aT4- U4 Sr4 N `�-- GUTrTEIt FLowLIN N PROEIL 00 45� —co -40N 04 A (o 0) trI I REMOVE EXIST LAT. dcRECONS fiNEW�4 1030 cMO o N ,' f}3 oa — t-- COt�1NECIlOK FX- MH. u N N Nil�I (1025.64) IN 4' 24'R \ 1024 iN 24 t 2 . INV S=O. I I NEW CONN. t 39.82 1T �r—HAV N-AVENU CAT H-BASIN- SCAt 4 � CgTLQN— N SCALE: 1'=2V HORIt. VERT:1 4� 34.19' 1 =4' VERT. 1 o-20 NORM-l's4 100 E u BEDD. + 1 2 CRG M PLAN 341 SEE— HEE—T-- SEE—SHE T— ,off \ Q„ 28 Q„ 1118 EXIST. 1 WIDE ST M DRAIN EASEMENT 0 25+84 4 PT I P EL 2 i BE VAC TED 38I It CATCH BASIN ( - —__- - ---__- — - PARCE -==3-= -_=--===—I 3 PARCEL 2 TRAFFIC P 5+ \� � \� l - - I, _- -- 28 -- -- -- a ,.�; PAR 1 ,�- . I a WE 20 ran C OST �� - \ I ao -i F-- ---- ---- - — ----- - ' 4`2 64\ t \ I \ + / ,d: I $ t- -TOr 28 15 r �_=------------ ._._.-.-._-.-- -4 - + 1� BCR \ I / `'-' �a, "� i { i MIK "'g ��, I \ f 3S�- , - -- 5 -'6 s v g a I NPP 26 I 17 26vi I b 38 38 15 38 o0 9 cv C 38 38 - of 4 15 16 ? + r \ D 38 S R/W I i J1 - 2a � _ a _ �P T PVN 7 �.. - ``;,` .= ..... - �.. A _r' 27 _ 2 2 - - - 2 37 20 _...-_._____._. _____.__ . �94 rl� _-__ __._____ ....___.__ __._-- N►t r _..._..._._.__ .._. _.._. ___-S(7 ......_.._.._ _ - ----- >-�. _. _ r n 21 4 ,°� '36 13 10 1 1a 34 3 1a 37 t n>' 4 3 i v°; cryo 14 V co 3 u°; to 24 H `'' 14 3t t5 W30 3S 20 t4 17 U A IL.1-4 w30 w N'' 4 i4 O'n + 19 39 10- 00 v+ 11+00 12+00 13+00 - 14+00 15+00 19 18+97 16+00 18+00 8c 15 -= - -- — - -- 0 - -- -a RADIVS NOSE 21+00 22+00 14+00. HAVEN A ' - I t1+00 - - �- - 19+00 ► RADIUS NOSE --- - - 2a+98. FOURTHS j -- - -- - - -- --�---- --- ---- --- --- ---- --- ----- -- - - -- -- --- --- ---- -- -- - -- - - - -- - ---- -- - -- ----- --- --- -- $- - -- --- -- - S �? � -- - --- ----- '15 ► g IN C110N t 1s• ,, SEE DETAIL 'A' SHEET 5 39 10+ DEMARK ST. ° -+ + -��• SCALE: 1"=40' INT. 20+ 6 AVEN AVE I% 29t�_� -------- . - —- --- CONSTRUCTION NOTES CURB DATA ^ 31 2 ;I 1�-- 39 COSNTRUCT CURB AND GUTTER A2-8 PER CITY 90640'49' 90°00'00' 90'00'00' 24°43'43' 24°43'36' 71°56' 1' 90°00'00' 27°07'36'TY OF RANCHO CUCAMONGA STANDARD 14 EXISTING FIRE HYDRANT TO BE RELOCATED PER CVWD WATER & SEWER f LIMIT R 35.00' 8.00' 8.00' 80.00' 40.00' I .00' 10.00' 50.00'PLAN 104. IMPROVEMENT PLAN AS SHOWN.. T 35.42' 8.00' 8.00' 17.54' 8.77' 12,13' 10.00' 12.06' EX. ST. LT. O2 CONSTRUCT 5' A.C. OVER 10' A.B. 15 EXISTING POWER POLE AND APPURTENANCE TO BE REMOVED BY SOUTHERN L 55.39' 12.57' 12.57' 34.53' 17.26' 20.41' 15.11' 23.67' I CURVILINEAR SIDEWALK NOTES CALIFORNIA EDISON AND ELECTRICAL FACILITIES WILL BE CONSTRUCTED 3a-- SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE UNDERGROUND BY OTHERS PAID BY THE DEVELOPER. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DRAWING NO. 114. THE GENERAL WITH NEW A.C. UNE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR 16 EXISTING ITEM TO BE RELOCATED BEHIND CURB FACE PER SIGNING STRIPING PLAN. O30 --CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS SAWCUT AND REMOVE EXISTING CURB & GUTTER AS NEEDED SHOWN PER PLAN. STANDARO PLAN 300, (W=21', V=8.62'). DESCRIPTION OF REVISION DATE CITY APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC 17 EXISTING SIGNAL PB TO BE ADJUSTED TO GRADE AS NECESSARY. PPROVE WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD 31 CONSTRUCT TRAFFIC SIGNAL POLE WITH SAFETY LIGHT PER TRAFFIC SIGNAL PLAN EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED PLAN 114 (W=6'). 19 EXISTING STREET LIGHT TO BE RELOCATED BEHIND CURB FACE PER CITY OF RANCHO (PREPARED BY OTHERS). PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE. OCUCAMONGA STANDARD BY SCE, COORDINATION & PAID BY THE DEVELOPER.6 -CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101. �2O EXISTING ITEM TO ADJUST TO GRADE AND PROVIDE TRAFFIC VALVE BOXES AND 34 GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY CITY OF RANCHO CUCAMONGA APPURTENANCES. ENGINEER. PLAN & PROFILE Q>_CONSTRUCT ACCESS RAMP DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA 35 REMOVE EXISTING 24' RCP AND CATCH BASIN, RECONSTRUCT MANHOLE WALL AS STANDARD PLAN 102 & 103. 21 ITEM TO BE PROTECTED IN PLACE. NECESSARY TO CONNECT NEW 24' RCP. HAVENPARK O8 --CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD 22 EXISTING SIGNAL POLE TO BE RELOCATED PER CITY OF RANCHO CUCAMONGA 36 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN PARCEL MAP NO. 17303 PLAN 107-8. STANDARD PLAN 401-B 329 HAVEN AVENUE STREET WIDENING O9 -- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA 24 EXISTING BLOW-OFF VALVE TO BE RELOCATED PER IEUA STANDARDS. STANDARD PLAN 300, (W=7', V=4.28'). 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG HATH ELECTRIC LINE PER SCE PLAN 26 ITEM TO BE ADJUSTED TO GRADE AS NECESSARY. PAID BY THE DEVELOPER (SEE SHEET 2 FOR DETAIL). APPROVED (3Y DATE/ O� 10 CONSTRUCT LOCAL DEPRESSIONS FOR SIDE OPENING CATCH BASIN PER CITY OF 21 CONSTRUCT 8' CURB Al-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 38 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. CITY ENGINEER R.C.E. NO. 24953 p RANCHO CUCAMONGA STANDARD PLAN 301. 0 AND BUS BAY - RIGHT TURN LANE STANDARD PLAN 119. � �'�� DESIGN RECOMMENDED N 39 PORTION OF MEDIAN ISLAND TO BE REMOVED INTERFERING WITH PEDESTRIAN TRAVEL Q� `� 'Tf Thomsen Engineering, Inc. 12 REMOVE EXISTING CATCH BASIN AND CLEAN CUT END OF EXISTING PIPE TO JOIN q '!'F t TO 18611 E. Gale Ave. VG11� .y&: �!• O) NEW 24' RCP EXTENSION. 28 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA NTH PATH AND CONSTRUCT NEW CURB (A1-6) PER CRC STD. PLAN 104 MODIFY TO :r Industry, CA 91748 - 16000 LUMEN, 0.8 AVERAGE MAINTAINED FOOT CANDLE WITH HIGH PRESSURE SODIUM MATCH THE EXISTING MEDIAN CURB. +y DRAWN SHEET j a No $244 e26 965-9350 13 CONSTRUCT 24' RCP PER CITY OF RANCHO CUCAMONGA STD. DWG. 341 (TYPE II) VAPOR LUMINARIES. TO Fax (828) 965-2379 3 OF $ m 29 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STO. PLAN Jfglf OF CAI.\�n��� CHECKED �? R.C.E. NO. 8244 DRAWING NO. �Q 107-A - CRC DATE 9-Z!•Oji FILE NO. 2 12 Z CO _ Y. _ _ _ _A 6 MI _(REf _ N . 6 96_U 6 6XME UR . 6 > . .xre 6349211.11354 Gc\6096\st-'Ion 03_04 05.dwg Thu 9/21/2006 BENCH MARK: AS SHOWN ON PROJECT NP. DR87-59: CHS. 50. AT C.L. CATCH BASIN, N.S. "G" STREET 820 FEET E/0 TURNER AVE, EL: 991.56 THE BENCH MARK USED WAS THE T.C. AT THE N.E. B.C.R. OF CENTER STREET AS SHOWN ON SHEET 2 OF 12, PER PROJECT NO. DR87-59, FILE NO. '321. ELEV: 1031.66 iQ4f3 -2-2.5 =22. =22 =22:55' ON- 2Al2 Nit C� 0. N 55.39' �+no ,n o w of ON CURB RETURN N + O 04 U 04 u4 6/4 A/4 A/4 A/4 co N p N W GRADEN vi a �ul tn �vNEXIST. TOP OF RB , O c0 cfl, $$ 0) +a + CNI o N (0 N ul) O r-NNN020%OWLINE - II . � ofl- , � 24• RCP ► €x.1 _ ami O -00 -2 � 1025.66 INV S-0.005 I r N �� c0 N O N c'14O N % x.43" N 00. 7 z w ? CO> EX. 24" fi— t P OFIL � '� �' N o0 c° � �'t K � FOURTH ST. D + °a N No N CATCH BASIN if}20 N ~ if}2a RELOCATIONF SCA Lr TYPE II BEDDING SCAtE-V�HST r ► ERT. HORIZr-Ve no CRC ST07PLAN-34 20 2124 26t00 20A00 27R 0 t EE §HEE _.-- -- - -- - --- ( ( --i— I– —t—I ti i" 1 47 �•, +:--{�, .9 � 70 PARCEL PARCEL 5 -- PARCEL 6 PARCEL 1 I�— ------- ---- I. p __.. -- - , I I i ---_-_—_ _-----_- _--_—-- 2 ` :...\� % PARCEL 2 r i I a' 38 IIA f I 38 38 ,n 6 cp -- -- 3 +83.99 FC _ 10+84.12 ' 1 38 . � 38 :c, , ;?• 5 5 38 � 3 g 38 38 g g Z VMIY `. ,----0 -- 8— _ _ — - - - — — - - _ _ _ _ _ _ — q c0- _ � 11 I _ — 9 � �i � Ir 1 r - - - - - \ t r p N t a ,n w W30. _ - - 38 38 38 38 37 � � 21 tn� � I 4 34 Lou � � 0 3 4 I 21 10 21/ 361 w w 21 IC �• � t i 14 13 19;00 - 20+00- - 21+00 00 - 23+00 24+00 25+00i _ 22 _ 18+00 - cv- -� + - -- u , " - - - - 26 �' 16+98.09 FOURTH ST. m � � •� � � �� N89 3413 W 29 STREET � $ Q10+00.0ova AVE F 0i � J INESCTIOM M J N $ FOURTH_ J + + + + �r 21 —_--19 2t 19 =— 21 _. — —_—-- --- ------ —C-- 28 21 28 CONSTRUCTION NOTES= � CURB DATA t CURVE 1 3a— SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE 15 EXISTING POWER POLE AND APPURTENANCE TO BE REMOVED BY SOUTHERN I Storm Drain SCALE: 1"=40' WITH NEW A.C. CALIFORNIA EDISON AND ELECTRICAL FACILITIES WILL BE CONSTRUCTED A 2SW31" A 1736407" UNDERGROUND BY OTHERS PAID BY THE DEVELOPER. R 50.00' R 22.50' g O4 - SAWCUT AND REMOVE EXISTING CURB & GUTTER AS NEEDED SHOWN PER PLAN. T 11.47' T 16.88' 16 EXISTING ITEM TO BE RELOCATED BEHIND CURB FACE PER SIGNING STRIPING PLAN. L 22.55' L 28.96' �5 --CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD CITY PLAN 114 (W=6'). 19 EXISTING STREET LIGHT TO BE RELOCATED BEHIND CURB FACE PER CITY OF RANCHO O--CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN DESCRIPTION OF REVISION DATE PPROVE CUCAMONGA STANDARD BY SCE, COORDINATION & PAID BY THE DEVELOPER. 329. 6a-- CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101. 20 EXISTING ITEM TO ADJUST TO GRADE AND PROVIDE TRAFFIC VALVE BOXES AND 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG NTH ELECTRIC LINE PER SCE PLAN (D—CONSTRUCT ACCESS RAMP DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA APPURTENANCES. PAID BY THE DEVELOPER (SEE SHEET 2 FOR DETAIL). CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 & 103. 21 ITEM TO BE PROTECTED IN PLACE. 38 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. PLAN & PROFILE O9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA 22 EXISTING SIGNAL POLE TO BE RELOCATED PER CITY OF RANCHO CUCAMONGA 39 PORTION OF MEDIAN ISLAND TO BE REMOVED INTERFERING WITH PEDESTRIAN TRAVEL STANDARD PLAN 300, (W=7', V=4.28), STANDARD PLAN 401-B PATH AND CONSTRUCT NEW CURB (At-6) PER CRC STD. PLAN 104 MODIFY TO HAVENPARK 10 CONSTRUCT LOCAL DEPRESSIONS FOR SIDE OPENING CATCH BASIN PER CITY OF 28 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA NTHMATCH THE EXISTING MEDIAN CURB. PARCEL MAP N0. 17303 RANCHO CUCAMONGA STANDARD PLAN 307. 16000 LUMEN, 0.8 AVERAGE MAINTAINED FOOT CANDLE WITH HIGH PRESSURE FOURTH STREET ESUS STOP SODIUM VAPOR LUMINARIES. 11 CONSTRUCT 8' CURB A11-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 PASSENGER DROP OFF AND BUS BAY STANDARD PLAN 119. 29 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN APPROVED BY DATE t 'U5 12 REMOVE EXISTING CATCH BASIN AND CLEAN CUT END OF EXISTING PIPE TO JOIN 107-A CURVILINEAR SIDEWALK NOTES CITY ENGINEER R.C.E. NO. 24953 0 NEW 24' RCP EXTENSION. 34 GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY ���fE �rj► DESIGN RECOMMENDED � ENGINEER. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DRAWING NO. 114. THE GENERAL s,9 ar Thomsen Engineering, Ino. N 13 CONSTRUCT 24' RCP PER CITY OF RANCHO CUCAMONGA STD. DWG. 341 (TYPE II) UNE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR �`' �' ►*-In TO 18611 E. Gale Ave. 17�� •til�•o<< O SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS �� `` Z Industr , CA 91748 APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC � �! DRAWN Y SHEET 14 EXISTING FIRE HYDRANT TO 8E RELOCATED PER CVWD WATER SEWER No 8244 7v� Tel. 628 968-9350 � IMPROVEMENT PLAN AS SHOWN,. WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE E►v,�::2�$ }; TOFax (626) 965-2379 4 OF 8 m EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TM SETS OF RED LINED �f CIVI` ���' CHECKED / , DRAWING NO. �pp PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE. glFOf CAL\� � CRC R.C.E. NO. 8244 C� ATE -Zl-c:Y. FILE NO. 2 2- .V_8R0Y.DWG _ _S _ 6 MI 77ff _ 6 _ WSJ 6 _UT 6 6XME 6 . > 1 .xre tet- 0921.1354 0:\6096\st-.p - 3_04_05.dwq BENCH MARK: AS SHOWN ON PROJECT NP. DR87--59: CHS. SQ. AT C.L. CATCH BASIN, N.S. "G" STREET 820 FEET E/0 TURNER AVE. EL: 991.56 THE BENCH MARK USED WAS THE TIC, AT THE N.E. B.C.R. OF CENTER STREET Q AS SHOWN ON SHEET 2 OF 12, PER PROJECT NO. DR87--59, FILE NO, 321. _ w ELEV: 1031 .66 + , c.a o- r z ca 0 i S ORM DRAIN CONS UCTED PER GR v NG r 24" RCPFy ' -- S=o 0 RCP FOURTA ST. �: 1 • GURB GURB z IIS, z m m w CONNECTOR PIPE �r cv SACLE: 1"=4)' HORIZ. 10 0 to Q o o °- c� rn r`Of n Qi It of coo, r` 55.39' W ai r? �', Ci I)nr%A Q til 0 op oy ON CURB RETURN n� L1 2000 D z + -' C° + U c� � ® A/4 U41 A/4 A/4 PROP. FINISH CRC STD. -� cv d- cv a! w w r+ + cv r %-. �- o) —PLAN 341EXIST. TOP OF URB o rn r". ~rn C� �? ri o °° ai co oia cn corn cQoo ooc° ®oo �`! ��-' r•� c°'v `,� N + to -�-VNI '� 't- ® co 0CXC' ) of M� N n ��,J+ ,may.}. ® ^ c�,00 Q cv � N N --0 20% N cw Le) o �?cc' rN rc� `-`� !0 3 N q7_ .201` " N�_ Im VA INF LO nn Atoc& .f V- o L_ rt RCP 10,25 1 66 INV $INV ® cn 0 rn S=0.0155 24" RCP SEE STORM DRAIN CONNECTOR U_ N N �,_11- cv .�00 PROFILE UPPER LEFT CORNER cv o cv cn ? o ,�- �! Nq- PRVF1LF= r-% +co o •- +to N + co Q, . C) co N1- + 1 t,,1 'qrr, TYPE II BEDDING o • 4 2000 D �' — ' N RELOGATI O Is HORIZ 11" 40' PLAN 341 OR1Z. 1"=4' VERT 221+00 23+00 ow icowu vu Zf lrvv Qc uc ( .` l „ I ._a.r ,�` . �.,, d,f, �.YI •F. pV` f®is T 1 47.9r a o ' d 7' -- --- - - - - - R CEL pA 5 ----- I I l 59 W { L _,.¢f_._,., .. ._t..._.:.._ ,..._,a>.�.. ,_i t { I i I I 1 I i (�{ { i t I I t I �!y f 1 I I I I i I I t i •— i t 1 I I I `, Iw o ® I I I i i i i I .. /'. / 40 t I 1 I I I I I I I ••• Z j I J ( PARCEL PARCEL 6 PARCEL 2 cv Q •: n ...._..___--� a 1 � 2t � do.) e _...._�..,._:.�..._:,,..,. o � I I i ► II ► I I i I t I ` � � w � � ( _ 1a+83.9 �c ' 10+64.128 I38 t I I ' r S6" U4 Z m ,� �r I 13 cv LIMIT I I 3 I X38 I -- I -- - - - - - -I-- - ----- -- - - =IX-1 - -- fi T6 - %<� �y, ,?, 1 -- — _ _ _ _ — I — = ®cit ��� — - - _ _ — — ® _ _ _ — _ — ® "a — 11 I — — 9 r — — �� /� — — - —+ w — __ —rte '1� s 1 c• C11 �T Q t a 1 1 Y t y V !o•T. P� t a_ 4.' M� 1 °• 4, .rM •':• • ' • ...•,..«.nr..r.,•m....,r .en r.....n......r... »•,.......,.r...«.n•.,..re_,.....•rr,r.....«n,. •..•..a.....s....«rn.... 4a. _0 gag- ,r..n,+«aw,.x..n,.v_.e..m._......-.w_..+.n-..,.n....,.._....n-...._... .u.r.r...w-w...«w-,.._...w..w..e...n.....,...n.w.. "^'' `� 6 "_" w W 4 �'_ Ln m 4 21 1 rri 38 38 ® 38 od 38 38 38 0 21 Al 3 I 2 to CN r• 37 38 I as .- a. 13 cca 34 cc 34 « v 10 t. 21 m o 36 0o 11- W rn w 21 N w ao (6 c�i a to .... map ' r 14 N N R a F. 19+00 20+00 21+00 22+00 23+00 24+00 25+00 i `�a 22 + a o _ ® _ _ 1w N cam+ <a cn ca _ _ _ _ _ _ _ _ 18+oa c� --' + ® N89°34'13*W �: ,� 26+98.09 FOURTH ST. °° t-• In N c~n M �'-',�- � 29 a. w � 10+00.00 HAVEN AVE. w II W cv c 04 m Z) 00 R ® ~ i �' v o��'a o = nrwftTm 0 c��a �c'` am N + ,INTERSECTIAN _ Aow& nww=ft'EET " NN rn cy cv Q ty �, cy • t� FUUH % �•,� et- , N a r- to r- to w .}. c~ N 0-CL � �,. C4 CL 28 21 21 28 ... 19 21 19 21 28 21 28 c� 21 N• UVNb0`TRmUmk'0%;T1V'p'&N e- t 1 n CURVE TO SHAFT LINE a CURB DATA CE 3 SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE 15 EXISTING POWER POLE AND APPURTENANCE T BE REMOVED Y SOUTHERN O Storm Drain Storm Drain SCALE: 1"=40' & 0B SO " A 21031'52" LINE BEARING DIST. WITH NEW A.C. CALIFORNIA EDISON AND ELECTRICAL FACILITIES WILL BE CONSTRUCTED d 25°50 31 • UNDERGROUND BY OTHERS PAID BY THE DEVELOPER. R 50.00' R 45.00' L1 N54°36'S4'W 21.35' g (D— SAWCUT AND REMOVE EXISTING CURB & GUTTER AS NEEDED SHOWN PER PLAN. T 11.47 T $• 56 L2 N45"15'32"E 24.17 6 + a 1ITEM TO BE RELOCATED BEHIND CURB FACE PER SIGNING STRIPING PLAN. L 22.55' L 16.91' REVISED FOURTH ST, CATCH BASIN LATERAL 5 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD eTy PLAN 114 (W=6'). @_EXISTING STREET LIGHT TO BE RELOCATED BEHIND CURB FACE PER CITY OF RANCHO 36 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN DESCRIPTION OF REVISION DATE PPROVE CUCAMONGA STANDARD BY SCE, COORDINATION & PAID BY THE DEVELOPER. 329. 0— CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101. 20 EXISTING ITEM TO ADJUST TO GRADE AND PROVIDE TRAFFIC VALVE BOXES AND 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG WITH ELECTRIC LINE PER SCE PLAN APPURTENANCES, PAID BY THE DEVELOPER (SEE SHEET 2 FOR DETAIL). T— CONSTRUCT ACCESS RAMP DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 & 103, 21 ITEM TO BE PROTECTED IN PLACE. 38 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. PLAN & PROFILE 9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA 22 EXISTING SIGNAL POLE TO BE RELOCATED PER CITY OF RANCHO CUCAMONGA `39 PORTION OF MEDIAN ISLAND TO BE REMOVED INTERFERING WITH PEDESTRIAN TRAVEL STANDARD PLAN 300, (W=7', V=4.28'). STANDARD PLAN 401-B PATH AND CONSTRUCT NEW CURB (A1-6) PER CRC STD. PLAN 104 MODIFY TO HAVENPARK MATCH THE EXISTING MEDIAN CURB. PARCEL MAP NO. 17303 10 CONSTRUCT LOCAL DEPRESSIONS FOR SIDE OPENING CATCH BASIN PER CITY OF 28 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA WITH RANCHO CUCAMONGA STANDARD PLAN 307. 16000 LUMEN, 0.8 AVERAGE MAINTAINED FOOT CANDLE WITH HIGH PRESSURE 40 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318 FOURTH STREET BUS STOP SODIUM VAPOR LUMINARIES. MODIFIED TO 24" DIA. SPUR CONNECTION. 11 CONSTRUCT 8" CURB A1-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104PASSENGER AND BUS BAY STANDARD PLAN 119. 29 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN . 4 APPROVED. BY � � � GATE 107-A VILI I = I CITY ENGINEER ' R.C.E. NO. 24953 12 REMOVE EXISTING CATCH BASIN AND CLEAN CUT END OF EXISTING PIPE TO JOIN. Q l NEW 24" RCP EXTENSION. 34 GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY DESIGN _ RECOMMENDED Thomsen Engineering, Inca ENGINEER. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DRAWING N0, 114. THE GENERAL .�- � g� LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR TO 18611 E. Gale Ave. 13 .CONSTRUCT 24 RCP PER CITY OF RANCHO CUCAMONGA STD. DWG. 341 (TYPE II} � Industry, CA 91748 SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS DRAWN YR SHEE co PP P P P P vXv ) 14 EXISTING FIRE HYDRANT TO BE RELOCATED PER CVWD WATER & SEWER APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC /� WORKS INSPECTOR SHALL BE N011FIED A MINIMUM F 48 HOURS PRIOR T ANTI PA Fl N TEI Tei. (626) 965-9379 4A of 8 IMPROVEMENT PLAN AS SHOWN.. C U 0 U 0 O CI TED FIELD INSPECTION. IN THE .��• II �.,, Fax (626) 966-279 EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED iF CHECKED DRAWING No. CD: PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE. R•C•E. N0. 8244 3-8-07 CRC DATE FILE NO. G: 6096 _BRDY.DWG G: 6096 _ST_PROF.DWG G: 6096 _ST_CB_LAT_PROF.DWG G: 6096 _BLDG.DWG G: 6096 _BLOWUP_DET.DWG G: 6096 _UTIL.DWG G: 6096 #_XMEDCURB.DWG G: 6096 ! _PST_LT.DWG G: 6096 _ST_HC. a . a4ulORE> xref: N-070308.0852 G: 6096 STREET\st.-plan_04A.dwg Thu 3/8/2007 i BENCH MARK: " AS SHOWN ON PROJECT NP. DR87-59: CHS. SQ. AT C.L. CATCH BASIN, N.S. ------- - ��- - - - "G" STREET 820 FEET E/0 TURNER AVE. EL: 991.56 o � A ;tea--- ^ s� a /p�o R = 190°00'00" R / A P ' f W 000, THE BENCH MARK USED WAS THE T.C. r, AT THE N.E. B.C.R. OF CENTER STREET � C >_ ,gyp __ T = 10.00' T = 12.0 ' w / ---3 s9 v; AS SHOWN ON SHEET 2 OF 12, PER 77°56 31 RAW s �, _s_ PROJECT NO. DR87-59, FILE NO. 321. \ R y 15.00' ` `l = 12.13' �,�• .. ,• + ••��' ELEV: 1031.66 43.$9 F$ 1044.10 TC 1044.OL 21 �, \ X20. �. •r 10.43.43 F$ 49.0) Fg:. o ; 44.84 C r • \ i _ ► fr j T - 1044.79.Fl. - —T�43 1L -- - �� - -- -- _- - - r • 1043.19 tb4a7 MOR►OttK SKi1 `sPALM d Ara PAN d MV&At AKAY ax 0 = 27 736' ` 15 , R = 50. 33 t•�Z to T = 12.0 ' t9 /\\//\\//�% // // /\\//\\//. //\�//\���\,�\ •\\ \\\\�\\�\\\i,\\i,\\i,\\i,\\i \i\\\ice\\i�\\��\\�\\•�\.�\,�\., \ •'``� 0 t4 L = 23.6 ' 0 ( I ,�\ \ �\,�\ .� .�\.�\/.�/,�/\/�\i /. �I �}�} t6 \ i. SECTION - Z\ /'1 Y E1 �I V 39 2 YAR IW - 19+00 - R—- 20 00 - - Lq IDE'l L A`- 50 •\\ N V cr SCALE: 1"=40' X m Q clip A� a N �``� R � 4q�p, q rr1 t�p a 7 S10 AO001 1 r�rt 69, r ' 17192.67 MMER( �£ �4, cA �,i 00, st le �7-t� IIIIII1111000 elf N E .r' 4� �•• bib Ar SCALE: 1"=40' p�• 2t G Y'� 26 CA• C� PgRL Z DEt. ON SNI. In P► 5� 38 CONSTRUCTION NOTES$ \ 3 21 SAWCUT AND REMOVE EXISTING A.C. AS SHOWN PER PLAN ON EDGES AT JOIN LINE 25 CONSTRUCT SIDEWALK LAYOUT PER CITY OF RANCHO CUCAMONGA STANDARD PLAN ' / WITH NEW A.C. 103, (W=6') �Al� •/ \ M� 5 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD 26 ITEM TO BE ADJUSTED TO GRADE AS NECESSARY. PLAN 114 (W=6'). 27 CONSTRUCT 8' CURB A1-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA AND BUS BAY - RIGHT TURN LANE STANDARD PLAN 119. � � " • / � � STANDARD PLAN 101. 28 CONSTRUCT STREET LIGHTING STANDARD PER CITY OF RANCHO CUCAMONGA WITH DESCRIPTION OF REVISION DATE PPROVE CONSTRUCT ACCESS RAMP DUAL RAMP RETURN PER CITY OF RANCHO CUCAMONGA 16000 LUMEN, 0.8 AVERAGE MAINTAINED FOOT CANDLE WIT1 HIGH PRESSURE SODIUM STANDARD PLAN 102 & 103. VAPOR LUMINARIES. CONSTRUCr Q PLAN 107-B. (PREPARED DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD 31 (PREPARED BY OTHERS). CITY POLE WITIi SAFETY LIGHT PER TRAFFIC SIGNAL PLAN CITY 0 F RANCHO CUCAMONGA EXISTING FIRE HYDRANT TO BE RELOCATED PER CVWO WATER & SEWER 33 CONSTRUCt STREET LIGHTING STANDARD PER GTY OF RANCHO CUCAMONGA WITH PLAN & PROFILE IMPROVEMENT PLAN AS SHOWN.. 5800 LUMEN, 0.8 AVERAGE MAINTAINED FOOT CANDLE NTH HIGH PRESSURE SODIUM � � s VAPOR LUMINARIES. HAVENPARK 15 EXISTING POWER POLE AND APPURTENANCE TO BE REMOVED BY SOUTHERN PARCEL MAP NO. 17303 ' ► `>t� ' 6� CALIFORNIA EDISON AND ELECTRICAL FACILITIES WILL BE CONSTRUCTED 34 GRIND AND OVERLAY 0.1 FT. MIN. AS REQUIRED TO THE SATISFACTION OF THE CITY • , UNDERGROUND BY OTHERS PAID BY THE DEVELOPER. ENGINEER. SIDEWALK H.C. ACCESS AND DRIVEWAYS EXISTING ITEM TO BE RELOCATED BEHIND CURB FACE PER SIGNING STRIPING PLAN. 37 FIBER OPTIC LINE TO BE CONSTRUCTED ALONG WITH ELECTRIC LINE PER SCE PLAN CENTER AVE., COMMERCE CENTER DR. & TRADEMARK ST. PAID BY THE DEVELOPER (SEE SHEET 2 FOR DETAIL). ,_ \ 1 EXISTING EDISON VAULT T ADJUSTED T RA A NECESSARY. APPROVED BY • • DATE! �le4gp E S G ED SO UL 0 BE DJUS ED 0 GRADE S ECESS zt, 38 STREET TREES SHALL BE INSTALLED PER THE NOTES ANO LEGEND ON SHEET 1. ,� CITY ENGINEER G �e ��� R.C.E. N0. 24953 d EXISTING STREET LIGHT TO BE RELOCATED BEHIND CURB FACE PER CITY OF RANCHO ;�e � '�1 DESIGN Thomsen Engineering, Inc. RECOMMENDED N CUCAMONGA STANDARD BY SCE, COORDINATION & PAID BY THE DEVELOPER. 39 POR11ON OF MEDIAN ISLAND TO BE REMOVED INTERFERING NTH PEDESTRIAN TRAVEL ,�ti � �p � g � PATH AND CONSTRUCT NEW CURB (At-6) PER CRC STO. PLAN 104 MODIFY TO TO 18811 E. Gale Ave.C-V '��i�+ �•Y$•n� 21 ITEM TO BE PROTECTED IN PLACE. MATCH THE EXISTING MEDIAN CURB. & No 9144 '� DRAWN Industry, CA 91748 SHEET M� G� JK GO-9 3 ' rg TEI TeL 828 983-9350 5 OF 8 ff CIYIE ��q� Fax 828; 983-2379 ��� gjec of CA`\�O CHECKED / DRAWING NO. CRC GATE /• CSG. E NO. N0. 8244 p _ _ _ 6 _ _ 6 6 _ 6 6 XME > .xre :(� tet— 092 .1354 G\6096\st0ton 03_04_05.dwg