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HomeMy WebLinkAbout1546 CONSTRUCTION NOTES (QUANTITY 1450 EXIST. GRADE @ C/L — _ 1450 1 CONSTRUCT BUS BAY T. TURN LANE PER STD. PLAN NO. 119 _ _ O /� 3110 SF OCONSTRUCT TYPE A1-8 CONCRETE CURB PER STD. PLAN N0. 104 258 LF OCONSTRUCT 6 ' WIDE 4" P.C.C. SIDEWALK PER STD. PLAN NO. 103 530 SF ORELOCATE EXISTING SIGNS TO BACK OF SIDEWALK AT NEW GRADE. 4 EA C/L C/L SIGN POST INSTALLATION PER STD. PLAN NO. 401-A & B. LOCATION TO BE FIELD VERIFIED BY THE CITY INSPECTOR O5 SAWCUT EXISTING A.C. PAVING 263 LF O6 REMOVE EXISTING A.C. PAVING 526 SF 1440 1440 O EXISTING LIGHT STANDARD TO REMAIN 1 EA O8 RELOCATE EXIST. FIRE HYDRANT PER CUCAMONGA C.W.D. STD. PLAN NO. 1 1 EA O9 RELOCATE EXISTING WATER METER/BOX PER CUCAMONGA C.W.D. STD. PLAN NO. 2 3 EA 10 CONSTRUCT 5-A.C. / 6" A.B. OR A.C. THICKNESS 1" GREATER THAN EXISTING 526 SF (WHICHEVER IS GREATER). PROFILE— BASELINE STREET „ REMOVE EXISTING TREE 4 EA z SCALE 12 INSTALL STREET LIGHT WITH 8 ' MAST ARM , 16000 HPSV LUMENS BY S.C.E.; 1 EA J PAID FOR AND COORDINATED BY THE DEVELOPER z 200 ' VERTICAL CURVE H ORI Z. 1"=20' :D FLOWLINE PVI STA.12+00.00 ELEV.=1450. 6 G1=2.32% G2=-2.68% VERT. 1"=4' 13 REMOVE EXIST. CONCRETE CURB & GUTTER 263 LF TRANSITION FRDM 14 EXIST. TRAFFIC SIGNAL POLE AND BOX TO REMAIN IN PLACE 2 EA } PROPOSED TOP 13.45' 8 C.F. TO 0 C.F. m CURB GRADE /2 /2 mo- w 15 CONSTRUCT 35 ' WIDE COMMERCIAL DRIVEWAY & SIDEWALK 875 SF J m PER STD. PLAN NO. 101-C , MODIFIED HEREON D 00 (n (n (n � L (n O (n (n O °D n 00z It o oN N n N O 16 REMOVE EXISTING CONCRETE SIDEWALK 435 SF -.00 r- _ O J b- old 00 cy) C5 0 � 0 � v � It � � � � o- � � � N � 17 INSTALL STREET TREE PER NOTES AND LEGEND SHOWN HEREON 3 EA m m `- I - Ld m `- w � � O O F_ u) � � 0 o - 0 0 0 0000 0 F_ 0 F- F- O 18 REMOVE EXISTING CONCRETE DRIVEWAY APPROACH 750 SF � � ON 'tLo "t qt 00 dao Orn �jt` OO r- 00 LO � O C7 600 � It o0 r, O N Oto Ian � 6 U z 1450 000 � � W) + 4 + 't + Loo; Loa; aj � O w0H " " + � + `r + + ± qt `� N `t + + `r c� + Oo 1450 19 TRANSITION FROM 0 CURB FACE TO 8 CURB FACE 23 LF O � � .— � � � r � � N � N � �t w M cD � X Li z 20 CONSTRUCT 4" P.C.C. SIDEWALK PER STD. PLAN NO. 103. WIDTH 70 SF `t o TO MATCH EXISTING WALK J J a J _ 21 INSTALL R-18-1 PER STD. PLAN. NO. 401 A & B 1 EA 2.32% 0) � co 0) o Mrn wo _2.6890 - O J J 6 O J rn 00 00 rn 00 00 LL LL_ 00o0 _ — — S L Y 00 qt `o 22 RELOCATE EXISTING SIGN TO NEW POSITION PER PLAN. SIGN POST 3 EA Tr q- SLY INSTALLATION PER STD. PLAN NO. 401 A & B TOP 0 F CURB PROPOSED FLOWLINE — TOP OF CURB 23 COLD PLANE EX I ST I NG A.C. 5 ' PAST SAWCUT L I NE (M I N. 0. 10 ' DEEP). 1 ,200 SF GRADE O OVERLAY WITH A.C. ❑1 1" IRON PIPE SURVEY MONUMENT TO BE RESET IF DISTURBED DURING 1440 10 CONSTRUCTION PER MONUMENTATION NOTE ON SHEET 1 . 00 11 00 12 00 13 00 1440 14 00 17 CONSTRUCTION NOTES FOR STREET TREES BENCHMARK 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREESHALL BE 2" BRASS DISC ON TOP OF CURB MARKED PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE FACE "RANCHO CUCAMONGA 10061, 1987" AT NORTH- OF CURB, UNLESS OTHERWISE NOTED. WEST CURB RETURN, CARNELIAN STREET AND 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY BASELINE STREET, CITY OF RANCHO CUCAMONGA SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DTERMINED BY ELEVATION: 1449.338 M.S.L. THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NOTE N BRG. OR DELTA DISTANCE RADIUS ENGINEERING DIVISION. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON w4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. z _ L1 N89059 '07"E 126 .26 THIS PLAN ARE APPROXIMATE AND ARE BASED ON AVAILABLE N L2 N00005 '09"W 9.44 ' RECORD INFORMATION. OTHER UTILITIES NOT OF RECORD MAY EXIST SYMBOL STREET NAME BOTANICAL COMMON NAME QTY. SPACING (MIN. SIZE THAT ARE NOT SHOWN. CONTRACTOR IS REQUIRED TO NOTIFY Cl 20°46 ;39� 30.67 ; 84.57 w BASE LINE MAGNOLIA GRANDIFLORA SOUTHERN 3 30' O.C. 15 UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF Q C2 20°46 39 30.67 84.57 O sAMUAL SOMMER' /MAGNOLIA GAL. WORK. CONTRACTOR SHOULD POTHOLE TO VERIFY EXISTING F- w C3 77004 '48" 13.45 10.00 UTILITIES LOCATION PRIOR TO CONSTRUCTION AND NOTIFY cn Q o C4 89059 '07" 15.71 ' 10.00 ' CD THE ENGINEER OF WORK OF ANY DISCREPANCIES. Of m = m N 0 BASF LINA' � J ROAD qt cf) 10+00.00 C .L. BASELINE = z af _ ^z r' x J Q a r C .L . CARNELIAN v> o v c_� w 2 m Q w w W �I m o C/L N 89'59'07" E u� w (n > o z (n 1 °p J Z c61 1 0 0 - w 1 - (n a0 - 1 . - _ - LLJ O zw �~ _ N F-O m N O �O of — C.) wzc�� � � � �z J o I � �,G �` 1� o w v V O V) O Z O Y z ��w 4 0c- N O 0 w 0 U w Q 1 co (n o ± a, m 0 Q 12" W A T E I� -� J = Z v F- Y � F- (`! F- p z v I,- CD EX I ST i NG Z C) Q z qd- z 3 - - o c� a 0 ' 0 z J I � 00 _j 00 � It , J o O o _. __. — O F O M � J -* Vµ—�, J KNP+ O Q O U_ .. LLJ— o + Z o o O rn O Y w / (n Lu -- - r SIDEWALK z �I� TO REMAIN N wm \ = wm (n �, � O �� � Q + moo o m + d7 mz o (n I z LLJapo -+ -T W —Q -- - ��\ - --- N ��0 __ r N U — w O �� _ 23 06 10 23 a _o m DESCRIPTION OF REVISION CITY o ~{ � 13 5 m 6 13 6 �� ± 5 O 00 6 �� �6 + c66 �R`�9' DATE APPROVED z \ BIKE L NL— S 3 � + r� 14 — — — — — — — — CITY OF RANCHO CUCAMONGA Q __ d ,—_—�4C34, — — — — -- — — - — - - -- -- —_..— — -—— I o G 1 1 C4 ci MaPu 9 �' 2 _ ~�-�� 1 -7 . 0o a - L9uS STOP-� PLAN AND PROFILE _� g" MAPLE ° 2 7 - (y00 / FUTURE 3b ' ---- - - - --_-- 18 L2 20 CURB RETURN 1 1 c,-- -- - -- - — - - - - - �+ AL GN ETT 17 3 11 �4 /� ' , �.0. � FQ�F BASE LINE ROAD �\ MICHAEL A. MED FER 'DATE 11+22.00 JOIN EXIST. EX I Sl . S I DEWAL - °� - b !J�. 47E^� ` m RCE 47604 EXP 12/31/95 �� � ' ,7 _ �� I =- EAST OF CARNELIAN STREET ��5 I f I SIDEWALK L- MAS t -_ TO REMAIN A I �� Expires:/ r. II �J ; ; 1p / � ��/7S � 08.50 JOI EXIST. 8 -2 .70N48 fez Y _ HE XCHANIP� Ll :Q L - J s _ o ! I CIVILDI APPROVED BY: DATE/0. �1_f +RR! ATiON - �C^!C. PAD - SIDEWALK t �iR1E-F+ ANT o A� ROSS1� EW W �HuT-Or-E L��S , !! _ /I r- 4�� CITY ENGINEER. �h R.C.E. N0. 24953 Q ,44. 0 R I GH* f I '�'�`�� -``- �`' r /� I /� �> �' r T` DESIGN R o _ kJ 0 �� l ��1 J J RECOMMENDED Q I, �I GITA,_ S'C , 8,> A ��_�— — 0 �' / DIAL TOLL FREE EMP.X !ME �� / �� l , c '^> �� i1 - 1 -800-422-4133 T.T.F. NASLAND ENGINEERING ;� .� v DRAWN SHE ,` N X 0 / 20 40 60 80 CITL ERGOCIT mac SURVU ec . lug PLUMIRG / . 47.60 fi r \ EX I S I NG I �/ �`� w su° 'a` - T � ,_ __,_� __-- '%"� ,_, A BEFORE OU DIG ao��►a�-�soo `R I GH -RF AY ,- - — - 2 of _: .. T.T.F. 2 -�_ "` CHECKED M.A. MEDOFER R.C.E. NO. 47604 DRAWING N0. " 1546 SCALE 1 = 20 ' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA T.T.F. DAA 08-01 -95 FILE NO. w