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STREET IMPROVEMENT PLANS FOR
TRACT NO .
16334
CITY OF RANCHO CUCAMONGA
GENERAL NOTES: CONSTRUCTION NOTES FOR STREET TREES: STREET TREE QUANTITIES
STREET NAME BOTANICAL COMMON MIN. GROW SPACING SIZE QTY. I-IIGI- -AND AVE. 301. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS STANDARD PLANS. NAME NAME SPACE
ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN ACRONOMIC SOILS
RHUS AFRICAN 6ASEiJ� A
REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL CUMBERLAND PLACE LANCEA SUMAC 5' 20' O.C. 15 GAL. 16
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AS DETERMINED BY THE CITY INSPECTOR.
420-77
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED AMENDMENTS, PROJECT LOCATION
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3, ALL STREET TREES ARE SUBJECT TO INSPECTING AND ACCEPTANCE BYSAGEMONT DRIVE PISTACIA CHINESE 5' 30' O.C. 15 GAL. 23 FOOTHILL BLVD
3• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL THE ENGINEERING DIVISION. CHINENSIS PISTACHEUj
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS Q >
FACILITIES ARE SHOWN ON THESE PLANS. RHUS AFRICAN > > Q I-15 Q ARROW ROUTE
HIS OPERATIONS, WHETHER OR NOT SUCH ONLY.
WESTHAVEN PLACE LANCEA SUMAC 5 20 O.C. 15 GAL. 1
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING1 0Q
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA o r
W
EASEMENT OR RIGHT OF WAY. ~65 E
w
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT ALL 4TH STREET
HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN
50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT
WARPED OR VERTICAL CURVE AREAS. N B NARDINO FR AY
x-10
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE
CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND
ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE VICINITY M A P
PLACEMENT OF BASE MATERIALS AND OR SURFACING.
SCALE: 1"=100'
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL EXISTING SURVEY M ON U M EN TATI ON
TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
PAVING.
1. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND I RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS
EQUIVALENT TE AGGREGATE BASE. I WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE
DESCRIBED AS FOLLOWS:
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE - - - q d.NBA.G. - ftrhtof�8}f- - - - 1❑ 1" IRON PIPE LOCATED AT THE SOUTHEAST CORNER OF PARCEL 2 OF PARCEL
STRUCTURAL SECTIONS.
MAP N0. 5687
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE
SUB-GRADE SHALL BE PREPARED BY REMOVING AL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL J A 2❑ 1' IRON PIPE LOCATED AT THE SOUTHWEST CORNER OF PARCEL 2 OF PARCEL
VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE Z 6 9 10 11 12 13 14 15 MAP N0. 5687 LMIp S
MATERIAL. W 7 8 16 17 �T
12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR N
USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR Q 5 SEE HE NO. 4 �v
No. 5781
FULL PAVEMENT WIDTH PRIOR TO PAVING. I 18 DAIT=DL_��_�� ------ * Exp.6/30/04
ROGER GOODING L.S.5781 %P \!
� v SA GEMON T DRIVE «�
13. ESTIMATE OF QUANTITIES IN PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE _ �� CAT.""
CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 4 Q PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF
�''� �' THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF Z 19 SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4
co RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED BENCHMARK:
3 Z 4 32 31 30 29 28 27 26 25 v- TO THE CITY.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE I W Q W
INTERSECTION.
163 B ELEV. 1297.297
� _ = 20
CONSTRUCTED AT EACH INPRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY 24' EAST OF C/L ETIWANDA AVENUE AND 40'
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF V J Z I OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY NORTH OF C/L BASELINE, SET BRASS DISC
33 24 j W SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED IN TOP OF NE END OF 4'X2' CONCRETE BOX
ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS Q 2 I$ 36 37 Q W 21 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - �= (n CULVERT.
PROVIDED TO THE CITY.
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT2 34
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 1 35 38 23 22 1
BASIS OF BEARINGS:
17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO
_� BEARINGS ARE BASED ON THE SOUTH LINE OF
THE START OF CONSTRUCTION.
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL
CITY OF RANCHO CUCAMONGA, COUNTY OF SAN
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS SHENANDOAH BERNARDINO, STATE OF CALIFORNIA, AS PER
INCLUDING GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY I '- PLAT RECORDED IN BOOK 56 OF PARCEL MAPS,
RIVE m PAGES 9 AND 10, RECORDS OF SAID COUN
IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. _ D ,
oBEING NORTH 88'59'47° WEST.
TR C T N J 16051
19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. _
20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND o
RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). I o
m
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1
INDEX MAP CITY
SCALE: 1„=100' DESCRIPTION OF REVISION I DATE APPROVE
CITY OF RANCHO CUCAMONGA
SHEET INDEX STREET IMPROVEMENT PLANS
SHEET 1 : TITLE SHEET TRACT NO. 16334
SOILS ENGINEER/GEOLOGIST PREPARED FOR: SHEET 2: CONST. NOTES, QUANTITIES, SECTIONS & DETAILS TITLE SHEET
Underground Service Alert
PETRA GEOTECHNICAL, INC. RICHMOND SHEET 3: STREET IMPROVEMENT PLAN - CUMBERLAND PLACE
Call: TOLL FREE Q� 0 APPROVED BY DATE
o
FESS/0 CITY ENGINEER � %� � � i.� !,, ��/ R.C.E. 0. 24953
AMERICAN SHEET 4: STREET IMPROVEMENT PLAN - SAGEMONT DRIVE
1 -800 ``9 A. '° '�
27620 COMMERCE CENTRE DRIVE, SUITE 103 16845 Von Korman, Suite 100 'IV! f DESIGN RECOMMENDED
rf 422-4133 TEMECULA CA 92590 Irvine, California 92606
. STREET IMPROVEMENT PLAN - WESTHAVEN PLACE W � sZ � TAP Sri � Vk t V101-
TWO
WORKING DAYS (909) 699-6193 (949)756-7373 FAX (949)757-4333 SHEET 5.
BEFORE YOU DIG No.35275 ;VP.O. Box 27303
* Exp.9/30/03 DRAWN Anaheim, Califomio 92809-0110 SHEET
S� CIVIC \! TAP (714)921- 72 FAX (714)921-8471 1 OF 5
�OF CAUL R.C.E. NO. 35275
CHECKED THOMAS A. PETERSEN DRAWIt�G�O
CITY DATE 10-t4-0t. FILE NO. �J
PROJECT SHEET N0. _L__ OF ----
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES:
1a—CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A 36,450 S.F.
UTILITY PURVEYORS: 50 100' to 120' 50 to 70 2a-�-CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. N0. 104 2,110 L.F.
13'-14' 36' TO 37' 36' 30' to 34' 2 3�-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 9,260 S.F.
4' 5' MIN 13' MAX 4' fT M/N/25' MAX * 4 INSTALL STREET LIGHT (5800 LUMEN HPSV). 8 E.A.
ELECTRICITY OWNER TELEPHONE / 2. 1 Slope Max. *O-
SOUTHERN CALIFORNIA EDISON CO. THE RANCHO CUCAMONGA VERIZON
7951 REDWOOD AVENUE ?�' 1,7% _ _ 1�7�' 0--INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1 38 E.A.
REDEVELOPMENT AGENCY 1(800) 483-3000 r
FONTANA, CA 92336 10500 CIVIC CENTER DRIVE - (D—CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. N0. 101 (W & X PER PLAN) 4,600 S.F.
1(800) 655-4555 RANCHO CUCAMONGA, CA 91729 "� \� 7 PROTECT IN PLACE
A (909) 477-2700 �-
Exist. Street �\ � �, Building Pad
SOUTHERN CALIFORNIA GAS CO. Improvements Proposed Meondering CONSTRUCT CURBSIDE DRAIN OUTLET - MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. N0. 107-B - 15 L.F.
216 N. EUCLID AVENUE SUBDIVIDER/OWNER Ex. Sidewalk Sidewalk ��� 9—CONSTRUCT CONCRET V-GUTTER PER DETAIL ON SHEET N0. 5. 200 L.F.
ONTARIO, CA 92336 RICHMOND AMERICAN
1(800) 427-2200 16845 IRVINE, COA. 92606 N, SUITE 100 nOCHE�7 1 R VE E
WATER (949) 756-7373 NOT TO SCALE **INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION
CONTACT: TERRI KELLY
CUCAMONGA COUNTY WATER DISTRICT
9641 SAN BERNARDINO ROAD CABLE
RANCHO CUCAMONGA, CA 91729-0638 MARKS CABLEVISION
(909) 987-2591 10808 FOOTHILL BLVD #120
RANCHO CUCAMONGA, CA 91730
(909) 987-6275 60 AM STRIPING AND SIGNING NOTES AND ESTIMATE OF QUANTITIES•
SEWER
TRAMC
CUCAMONGA COUNTY WATER DISTRICT 30 30 2 E.A.
9641 SAN BERNARDINO ROAD 12 18' 18' 12' 10 INSTALL STREET NAME SIGN & POST.
RANCHO CUCAMONGA, CA 91729-0638 1 E.A.
(909) 987-2591 0.5' 4' 4' .5' 11 CONSTRUCT PRE-CAST CONCRETE NO. 6 PULL BOX WITH TRAFFIC SIGNAL LABELING.
LEVEL LINE 12 CONSTRUCT PRE-CAST CONCRETE NO. 5 PULL BOX WITH TRAFFIC SIGNAL LABELING. 1 E.A.
1 4": 1 ' 0.03' 1 /4": 1 '
/ 13 CONSTRUCT 3" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. 42 L.F.
14 CONSTRUCT 2" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. 355 L.F.
SOILS ENGINEER/GEOLOGIST PREPARED FOR: 3 K� - 3 1 E.A.
PLAN LEGEND
1 15 CONSTRUCT END CAP.
RICHMOND 2 * R=60 2
CF CURB FACE PETRA GEOTECHNICAL, INC. � ) TI-5.o
AMERICAN —
TC TOP OF CURB Site 100 CUMBERLAND PLACE, SAQEMOKT DRIVE AND WESTHAVEN PLACE
FL FLOWLINE 27620 COMMERCE CENTRE DRIVE, SUITE 103 16845 Von Korman,
TEMECULA, CA 92590 Irvine, California 92606 NOT TO SCALE
FS FINISH SURFACE (909) 699-6193 (949)756-7373 FAX (949)757-4333
PP POWER POLE * R—VALUE IS TO BE DETERMINED BY SOILS
A.C. PAVEMENT OVERLAY ENGINEER AFTER THE COMPLETION OF GRADING.
CONSTRUCT A.C. PAVEMENT
GB GRADE BREAK
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DESCRIPTION OF REVISION DATE APPROVE
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Underground Service Alert APPROVED BY DATE `y
9 � CITY ENGINEER R.C.E. N0. 24953
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RECOMMEND
Ct1RVE DATA 1 -800 �� ��� °�'G"
DELTA RADIUS LENGTH TANGENTROCHESTER AVENUE -- -
A 12ELTA " RADIUS1500.00' LEND ' 158.19' ' 422-4133 W `— No.35275 z TAP _So}
� 8175 East Kaiser Boulevard �
* Exp.9/30/03 * DRAWN Anaheim, California 92808 SHEET rU
TWO BE ORE YOUING DAYS ! 714 921-84I'p FAX (714)921-8471
BEFORE YOU DIC ��j,, CIVIC TAP ( ) OF N
CCQCO
CHECKEDR.C.E. NO. 35275 DRAWN N C
THOMAS A. PTE SEN Q �K
CITY DATE"I FILE NO. (� O rr
PRrt.IFr`T CLIFFT Nfl � r1F
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WES T TOP OF 6'0 CURB BENCHMARK:
0.759' B.M. 163 B ELEV. 1297.297
O°o 24 EAST OFC ETIWANDA AVENUE AND 40
3. 109' 3r- �
7�224L.
NORTH OF CABASELINE, SET BRASS DISC
3O790 aD OoV IN TOP OF NE END OF 4'X2' CONCRETE BOX
(3 10 0 o '* h N U h h ^ CULVERT.
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13+00 14+00 15+00 16+00 17+00 18+00 19+00
SHENANDOAH DRIVE
CONSTRUCTION NOTES:
EXISTING IMPROVEMENTS o 1 3 1O---CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. N0. 100-A.
1: PER DRAWING NO. 1763 ^ -
SHEET 4 OF 9 W 6 Z 6 4 0 4 I 2O--CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104
m _ 6171
5 3O--CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. N0. 100
\ UR O M r
rnxrH ' 6 } F- o C-4 +- ' 3 N 3 � C 3 3 w 6 Q 4 * 4�-INSTALL STREET LIGHT (5800 LUMEN HPSV).
`�' F- LLJ
`° w `° 3 3 3 U a = -INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1.
GRAPHIC SCALE 1 ,1 '"--# N Z N Q o m 3
i`� I� N N o � `\' N �(n v~i z `\' °,.° o a �`' w w I 6a-CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 (W=16' & X=3')
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40 0 20 s0 e0 1Q0 � I N W N (, U (!7 U (� 0 4 w
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5 TYP. Z z N �' **INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION
( `IN FEET.') �. .� 1 T i 1 %;� Z v 8
rt +
1 inch = 40 ft. '. �w ; ''' ' TRAFFIC STRIPING AND SIGNING NOTES:
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SEE SHEET NO. 4
SAGEMONT DRIVE
CUMBERLAND PLACE DESCRIPTION OF REVISION DATE ciTY
APPROVE
30' 60 30' CITY OF RANCHO CUCAMONGA
12' 18' 18' 12'
0.5' 4' 4' 0.5' STREET IMPROVEMENT PLANS
LEVEL LINE
1 /4": 1 ' 0.03' 1 /4": 1 '
TRACT NO. 16334
r CUMBERLAND PLACE
3 - 3 PLAN AND PROFILE
1
2 * R=60 2 CURVE DATA APPROVED BY DATE TI=5.0 DELTA RADIUS LENGTH TANGENT �ofESs<� CITY ENGINEER )d6_41R.C.E. N . 24953
A 14'03'42" 650.00' 159.52' 80.16' ���P, A' PFT�Y DESIGN RECOMMEND
CUMBERLAND PLACE
B 13'06'36" 668.00' 152.85' 76.76' TAP _-- s
_ � �^,.� P.O. Box 27303
NOT TO SCALE C 14'03'42" 632.00' 155.11' 77.95' `�` No.35275 Z
DRAWN MohMox 7303 82809-0110 SHEET
* Exp.9/30/03 G
D
09-02'55" 102.00 16.11 8.07 * SCS (714)921-84.71 FAX (7f4�21-8471 3 � ..7 �
* R-VALUE IS TO BE DETERMINED BY SOILS E 104.52'15" 58.00' 106.16' 75.41' OF�����
R
.C.E. NO. 35275
CHECKED � t. DRAWING NO
F 84'52'14" 27.00' 39.99' 24.68' THOMASC PETERSEN
ENGINEER AFTER THE COMPLETION OF GRADING. CITY DATE J0_ FILE NO. C
i
BENCHMARK:
B.M. 163 B ELEV. 1297.297
24' EAST OF CA ETIWANDA AVENUE AND 40'
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CULVERT.
NOR TOP OF 6" CURB
1.789' 1.009'
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( IN FEET )
SEE SHEET NO. 3 SEE SHEET NO. 5 1 inch = 40 ft.
CUMBERLAND PLACE WESTHAVEN PLACE
SAGEMONT DRIVE
DESCRIPTION OF REVISION DATE CITY
60
CITY
30' 30'
' 8' coNSTRucr�oN NOTES:
CITY OF RANCHO CU CAM ON GA
12 8 2 Ca1F�VE DATA
0.5 4 LEVEL LINE 4 0.5 DELTA RADIUS LENGTH TANGENT STREET IMPROVEMENT PLANS
, � •�. � A 3'30'05" 300.00' 18.33' 9.17' 1a-CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. N0. 100-A.
1 /4": 1r 1 -7% 0.03 1 /4 . , TRACT N0. 16334
B 6'27'43" 300.00' 33.84' 16.94' 2r�--CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. N0. 104
C 84'52'14" 27.00' 39.99 24.68' O--
3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 S A G E M 0 N T DRIVE
3 " D 104'52'15" 58.00' 106.16' 75.41'
1 3 E 10'00'01" 102.00' 17.80' 8.92' **( --INSTALL STREET LIGHT (5800 LUMEN HPSV). PLAN AND PROFILE
F 3'30'05" 282.00' 17.23' 8.62' Sa--INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1.
2 * _ 2 APPROVED BY DATE r
R-60
G 3'30'05" 318.00' 19.43' 9.72 (D--CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 W=16 & X=3
TI=5.0
CONS ( ) CITY ENGINEER �i(,�' R.C.E. 0. 24953
H 6'27 43" 318.00
35.87 17.95'
*INSTALL BY SCE, COORDINATED AND PAID FOR BYD
DEVELOPER
THRU CITY TRAFFIC SECTION
A E 6'27 43„ 282.00' 31.81' 15.92'
Q� AP
T
p�� RECOti1MEND
J 63-
10-00,01" 102.00 17.80 8.92 7- TAP P.O. Box 27303 --- s
NOT TO SCALE K 103.32'18" 58.00' 104.81' 73.62' TRAFFIC STRIPING AND SIGNING NOTES: DRAMM Anobeft cafffomla 92809-0110 SHEET
4 5 c
No.35275 * LCS (714)921-8472 FAX (714)921-8471 OF N
* R-VALUE IS TO BE DETERMINED BY SOILS L 83.3217 27.00' 39.37' 24.11' * Exp.9/30/03
10 INSTALL STREET NAME SIGN do POST. � � I __ cc
civ« d" I
ENGINEER AFTER THE COMPLETION OF GRADING. qc cA�' CHECKED RGE "°• 352�s DRAWNG NA
THOMAS A. PETERSEN c O C
CITYDATE I6-4 Cly FlLE NO. J o r
PPr),IF(T CHFFT Nr) (1F
WAS T TOP OF 6" CURB 1.369' 1.309
-'-
,3.0� BENCHMARK:
EX1ST. {NEST TOP OF CURB �
(3.00 �° � �, W �, B.M. 163 B ELEV. 1297.297
V O O ~ O co ~ o ~ � �_ ~ ~ ~ 1340 24' EAST OF CA ETIWANDA AVENUE AND 40'
? m ~ "� ►� O N C' o '"� o o ai co ^ o Q NORTH OF CA BASELINE, SET BRASS DISC
r" 000 O -{. et (ZS L6 Det cp m
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C/ FINISH SURFACE
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L=60.55 0.C. 3.00y
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r - o � o � � � 1340
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HORIZ. r-40'
VERT. 1.=8'
14+00 15+00 16+00 17+00 18+00
SAGEMONT DRIVE
SEE SHEET NO. 4
I I CONSTRUCTION NOTES:
1a--CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A.
'WORT" EXISTING IMPROVEMENTS PER 3 12' � 2Q-CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104
IG I DRAWING NO. 1163 6 25 01 k EC O3 -CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. N0. 100
GRAPHIC SCALE P I SHEET NO. 6 01 s 6 s
R I G � -�-"� **(D--INSTALL STREET LIGHT (5800 LUMEN HPSV).
,oo zo ,o eo neo I a }a rn a A
oro j N89'38 04 E RAD.
�. I N N m 23+ 3c 24 cy;N 3 c00 a 3 s� B� F� BC I O--INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1.
u �A z + �`' + 9
Iv� C o � C° o o o �� 6&--CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 (W=16' & X=3')
( IN FEET ) ( v F x
1 inch = 40 it. I Q c� d 8a-CONSTRUCT CURBSIDE DRAIN OUTLET - MEDIUM CAPACITY PER CITY OF RANCHO
I w c~nm � m v Nv cnv O, j3
CUCAMONGA STD. NO. 107-B (L=15')
I� c>1 ��• �s N89'38'04"E RAD.
_ _ E EC Cj G>-CONSTRUCT CONCRETE V GUTTER PER DETAIL HEREON.
- 1 N
M �
-- - E "� `� °o s 24s.s2 "INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION
00 �, I -EXISTING s+o s i 7+o N 1'00'13"E 2 8+00 �s 4s� 8
60' ------ - _ - ,� STREET IM * - as.7 PROPOSED CONCRETE D
30' 30' oo �,, � a' -0 1 C 's g DRAINAGE SWALE
'� - -- --- - - -- 2
_ __ .--
-- _-. _ ._ _ _ __.._--
12' 18' 18' 12' -- I s�
s CURVE DATA
0.5' 4' 4' 0.5' �: �--- --r-- m } 3 . f 5 TVP. mss•°, n
LEVEL LINE _
c� W r a ►- v a Pad=49. D DELTA RADIUS LENGTH TANGENT
1 /490- 1 0.03 1 /4": 1 I =� I o I I Z 00 >. m 3 5
r t Q ,n - 'nCF) r �n �`' 4J 'fs o A 10'00'01" 102.00' 17.80' 8.92'
'`� + mm � �' CC �`00 UJ 3 � 3 0 �- o �4�° �' 3 g 103'32'18" 58.00' 104.81 73.62'
w d ?,2 Q c) o20
r F 0 It3 Q z z s°o C 10'00 01 ' 102.00 17.80' 8.92'
3 1 3 �' N cnm � v d J a �ui 3 U a m 3 A D 83'32'17" 27.00' 39.37' 24.11'
I ( ( ( 22 c� E 03'24'29" 1000.00' 59.48' 29.75'
2 * R=60 2 1 6 v 21 v� N � m 6 N < \�
0 V- 6 0o Q, 0 Wg s°
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WESTHAVEN PLACE �' Z Pad=48. 7 --�
NOT TO SCALE d,aIL
. mss, s� s9 m
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* R-VALUE IS TO BE DETERMINED BY SOILS - --L- -L. __L_ 52.00 0
QI
ENGINEER AFTER THE COMPLETION OF GRADING. �? o I Wo CITY
DESCRIPTION OF REVISION DATE APPROVE
' - LOT 'A' o
20WESTHAVENPLACE CITY OF RANCHO CUCAMONGA
Z �
3'-0" 1' 5' 8' 4' 3' 1' w ( I
1'-6" 1'-6" STREET IMPROVEMENT PLANS
�- 1`_� LOT 18LOT 17
� TRACT N0. 16334
2:1 MAX.
2:1 MAX 2 27-min.
21fmin. SLOPE WE S TH A VE N PLACE
SLOPE tin�
r PLAN AND PROFILE
3PAD=48.7 APPROVED BY DATE M4
PAD=49.0 I FESS/� CITY ENGINEER R.C.E. 0. 2 953
DMGN cormll RECOMMEND
TAP I e
P.O. Box 27303 _
No.35275 DRAWN Mahelm, Collfomla 92809-0110 SHEET
V- GUTTER �ETAIL Exp.9/30/03 ' acs (714)y21L472 FAX (71421 84T1 5 OF 5SECTION A- A �, _ _---'-
NOT TO SCALE CAL CHECKED DRA NG NO. o
� lJ'� R.C.E. N0. 35275 � �
NOT TO SCALE CITY THOMAS A4P�1sEN I& SB
DAA 10" ME NO. o
.
PROJECT 5I1EE3 NO S Ok
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