HomeMy WebLinkAboutTract Map 32437-2 Lot 1-3 Precise Grading CURB R/W
"OPEN GRATE" TYPE CAP OVER
3.5" 0 HOLE CORE TOP OF TEE TO ACT AS BUBBLER
DRILLED IN CURB SIDEWALK
SET INVERT OF PIPE ,'--
15 MIN. 5' MIN. P.L. � � 1/2" ABOVE FL. GUTTER '- - - - - -
TOP/TOE OF 4" P.V.C. DRAIN LINE
F.L. SLOPE SHOWN �-------__.,
,r� F� _ 3� MIN. �� ON PLAN TRACT 32437-2 � TRACT 32437-3 ' � SEE PLAN
� � '���• � w 5' MIN. � 3" A.Q.S. 0 4" P.V.C. 90' TEE
z Z ' LOT 42 S=0.02 MIN. (FOR CLEANOUT)
� F.F. ELEV. SEE PLAN � F.L. 3' MIN. z LOT 5 �
4" TO 3" A.B.S. REDUCER
PAD ELEV. Z FOR AREA DRAIN o
J 1�- � P= 7108. 9
m J P= 1110. 6
� � ` � AREA DRAIN CURB OUTLET DETAIL
B 2%MIN. m
PAD °O > 8'MIN. 2;1 MAX. � ? __ � � NOT TO SCALE
11
�y ELEV. 6 MIN. 60.00' 6O. � �
GO
ELEV. B.S.L. �Q � 8 MIN. � - _ _... � 106.9 62.��_ _ __
°O PAD �� � _ -_ - - _ SPEED-D-TUFF GRATE
12 MIN.-1 STORY - - LY�9 1108.5 -- - -�
• �� 2� MIN.�20�MAX '� �E� LL v � �FS FG r� �\) Ll 07.2Hp � 1107.2 -- - � 1106.6 � N.D.S. No. 1212 (GREEN)
18 MIN.-2 STORY � 1107.98 t..) a G t% MIN. � � o _ F 1106.6 FG I T.G. ELEV. 12
�-- - -'�. � z OR APPROVED EQUAL
� 27 1108.5 N FS '1'%: �`DA °o � � �.� FG 1106.3 � F�
se o 12"MIN.-1 STORY F� . .'�:. . R � .' N . N� O
�i N N 18"MIN.-2 STORY oo� 10 :•. l •� �0 � 1106.6 T �? i o � HP FL I o I (SEE PLAN)
� R� NP. :�f R � 1105.601N 3 `_ � i� �O �_ . - 00 1�N' F.L.
L]
SIDEWALK is » 1108.11 1107.87 � ..`� �� � ��°, :� � � 1� MIN. ''•. rn I 1��N� �'• - -
CURB FACE SECTION Q - Q FS FS �; ,� �.' •� J�.2� 3 i 10 5.60 N � � � ���'c�'�liC �1i•,
Z GRATE HOUSING
,��• y y oiREcnory of ,��• 1107.78 FS��•96 2 _ I: Nf�'� ` 3 1106.0 TG m z REDUCER ORAAPPROVPTER �D EQUAL
122�
Fcow i FS , ,..• : i O �O� 0 1 106.0 TG �cn Ll 105.00INV � Q � PIPE RISER � � PLASTIC TEE 1• ALL FITTING BY.- NATIONAL DIVERSIFIED SALES INC. (OR EQUAL).
TEMPORARY 8 - , ,. i 1 106.8 3 � °� 2550 AZURITE CIRCLE
TYPICAL LOT FINISH GRADING ' 2 PARKING :�.��. 'f HP FL 1 -BR �� , �05.00�N �_�. i NEWBURY PARK, CA 91320
N.T.s. P = 1107.8 '� � P=7 707.2 > >os.s �J o.5o M� .
HP FL N 2 � � � TRA CT 3243 7- / Z REFER TO FINISH GRADING.
LOT 4 D I o� --.'�: I� o � 4�� PVC (SCH 403. DO NOT GLUE GRATE OR RISER TO PIPE.5 � D FF=1 7 07.9 4- Girvv. E�Ev.
5' MIN. P.L. 5' MIN. ' � 1 w N L 0 T 6 4 (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.)
P= 17 08.2 7 t NP• N j' � �I FS 58 ��z I P=1106*,6 5.2 ( PER PLAN (SEE PLAN) 4. GLUE.- "I.P.S. WELD ON p,� 77.3 SOLVENT (MEDIUM BODIED FAST SET
1. SWALES TO BE CUT IN AT 1% MIN. 3' MIN. F.L. � �� F.L. 3' MIN. � ' . � � J I o � OPEN S)DACE FOR ABS PIPE TNRU 6 0
W SALES OFFICE � FF=1 107' 3 � 5. WHEN MIN. DEPTH REQUIRED IS 7", USE ONE 90' ELL.
AT ROUGH GRADE AND PRIOR TO z ``' .••; � �� NOTE: DO NOT GLUE GRATE OR RISER TO PIPE.
BUILDING CONSTRUCTION. � EXTRA DEPTH 6 6 J 4 ; a;�, ��06.5 TG � - �' � � 1106.4 � HP F L `"-
6 OF FOOTING TO 1107.12 1106.88I 1% '� 1105.241NV HP FL �
2. A PAVED DRAINAGE SWALE o � + 1106.3 (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.)
� BE DIMENSIONED o FS GB FS GB _P 1106.4 TG
CATCH BASIN & PIPE OR OTHER m ON PLANS � 1.0' OR m �:� 1 106.9 3 ��04.761N � 7'f 1146.68 � FG �
SIMILAR DRAINAGE DEVICE IS � LESS b� �.. :,o- HP FL ��07.11TS I� Fs GFF=1106. �� SQUARE INLET DETAIL
REQUIRED WHEN A STOOP � 13
FIREPLACE OR PORTION OF pqp oo ' s d 8"MIN. i + 6 � �'" �. � FF=x.107. 1106.61 BS"", � I � I. �
THE BUILDING EXTENDS WITHIN ELEV. 2%MIN. 8 MIN. , � 1106.95 l .��;'��`.•,.:; :• 1106.38TS � I� +a� o � N.T.S.
MINIMUM ESTABLISHED DRAINAGE _ � 2:1 MAX PAD 1106.711 1 .8 °: •.. . •, �:j} �.�,.' .. 105.218S t� a 1 106.3 � �
SETBACKS. 12 MIN. 1 STORY o 6 MIN. Q iELEV. FS GB FS GB o F ` ` '' •. ;.;� �•. �O��O .4`5 ,,.,, r-''� .. 00
�
18 MIN.-2 STORY �\ 1106.15 p ��°:r'•=';. `•FS.. r..• I+ �l FG
r 3 � �� �:�; � `°�11104.99� ° ° 1104. 3 I+
3. SEE STD. PLAN 207 FOR 2�MIN. < �/ o FS 1107.20 •�•.� . : " .• ••;' '•`•. . �:� +�,• .,. �
DRIVEWAY APPROACHES. 2:1 MAX. N �+ , 1105.91 op `� ��'' "� '� ' � I Fg 1104.80 FS
2% MIN."20%MAX 12"MIN.-1 STORY _ 60.00 F FS � � ED.00' '�
__ _ __ _ HANDICAPPED ICON
18"MIN.-2 STORY �� ^� W 11T0 ,12 62.00' 1. 04.47 _ SIGN TO BE A
R/w ft 12 ' � �I ,� % HANDICAPPED PARKING SIGN MINIMUM OF 70
'� �- FS �; ;\ Cr C] R7-8A AND R7-8B SQUARE INCHES
x
1 (VAN ACCESSIBLE) ON A SOLID BLUE
? v BACKGROUND.
h SECTION B B
I j _j (0, 1 Ar) Q)
Oli1/4"PER 1' o , t� °� C`�
,. P.L. -srw�S----..----� - Ch
"?. ,�.-�. r 4.._O pi' _ ._ _...._ .....___._...._._ __Q p•'.._ /� ^'�......... _. � �r VAN ACCESSIBLE
.� � ��O '` ,\�O .. �. ,`........�. n j it----- $ EZ + �C �. imp E q�?� 13
h � � ���pb` cv �
� n x � o � 9 � BLUE STRIPS
FIG. NO. 2 UP TO 5' 1' F.L. 15� MIN. Z ^� � � 9
WHEEL STOP
MORE THAN 5' h/2(MAX 5') � __. ____.,_ _ .. ---_... l.. ....... . .... _ __.._ .._.�(. .._r... _ .... � r ._....._.. _ _ .. _ _. __ _� _ .� N
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W SEE L NOTE #4 J ��� O
m 1� '8 , QO
1
DIFFERENCE INON „ PADLELE�/ATIONS IES WHEN HE oR NAT�RgC 5q M � � SYMBOL--
0 �6 Q
EXCEEDS 1.0 . � � 2=� 8��MIN. ",'00 PAD � .. .� .... � . ..� .. � . ..� ..��- ..
2. SECTION "B-B" APPLIES WHEN THE ��N � ELEV. WHITE LETTERS
DIFFERENCE IN PAD ELEVATIONS IS 1 12"MIN.
12" HIGH MIN.
1.0' OR LESS, & THE EXTRA DEPTH 2' PAR
OF FOOTING IS SHOWN ON THE TOP OR TOE OF 2% MIN.N20%MAX FINISHED SURFACE
GRADING & STRUCTURAL PLANS. SLOPE SHOWN ON PLAN
9, md� 8.
HANDICAPPED SIGN
3 FLOWLINE BE LOWER TTHAN WTHE SECTION ��C -' C))
BOTTOM OF FOOTING WHITHIN
5' FROM BLDG. LINE. TYPICAL REARYARD GRADING
4. PROVIDE 5' WIDE BY 1' HIGH BERM HANDICAPPED STRIPING DETAIL
OR EQUIVALENT ALONG THE TOP OF � NOT TO SCALE
ALL FILL SLOPES OVER 5' HIGH. P.L. P.L.
CONSTRUCTION NOTES:
PARKING LOT 5 1 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 303 AND DETEAIL SHOWN HEREON
1% 1%_ 2� INSTALL 4" P.V.C. SDR-35 DRAIN PIPE
F.L. =__6tSIDEWALK 3 INSTALL 12"x12" NDS AREA DRAIN PER DETAIL SHOWN HEREON WHEEL STOP
a-- CONSTRUCT 3'" A.C. OVER COMPACTED NATIVE
SECTION �� D - D 5 STRIPE PARKING AREA PER DETAIL SHOWN HEREON
LOT 3 O PAINT HANDICAP PARKING STALL PER DETAIL HEREON 9'
00
7 REMOVE EXISTING CURB (PREV. CUT FOR DRIVEWAY APRON) NP•
CONSTRUCT TYPE "A-6" CURB & GUTTER (6"CF) PER CITY OF TEMECULA STD. 200
TYPICAL BUILDING FOOTPRINTS & SETBACKS 9 CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. 207
10 CONSTRUCT 4" MIN. CONCRETE FLATWORK. SEE LANDSCAPE ARCHITECT PLANS FOR FINISH, SCORE LINES, 1 . ALL PARKING STALLS SHALL BE CLEARLY OUTLINED WITH A SINGLE
OPTIONAL ROOM JOINTS AND OTHER DETAILS. 4 WIDE STRIPE. HANDICAP STALLS SHALL BE CLEARLY
OPTIONAL GARAGE MARKED WITH INDIVIDUAL SIGNS CONSISTING OF A PROFILE �
OPTIONAL OPTIONAL GARAGE -- OPTIONAL OPTIONAL ROOM 11 REMOVE EXISTING CURB & GUTTER VIEW OFA WHEELCHAIR WITH OCCUPANT IN WHITE ON A BLUE 0
ROOM N � ROOM ROOM GARAGE 12 INSTALL 2"X4" REDWOOD HEADER BACKGROUND AS REQUIRED BY THE BOARD OF SUPERVISORS �
i o z RESOLUTION N0. 78-466 DATED APRIL 4, 1978. �
� � o z `�' � 13 INSTALL 36" WIDE CONTINUOUS DETECTABLE WARNINGS
2• MINIMUM STALL WIDTH SHALL BE 9'-0; HANDICAP SPACES SHALL
� r CN � �r INDICATES SIDE OF THE FLOOR PLAN BE 17 -0 . Z
7 -
5.2' -' ; f T THAT REQUIRES ARCHITECTURAL ENHANCEMENTS 3. STRIPING SHALL BE 4" WIDE AND SHALL BE PAINTED WITH A �
5.2 � � i 5.2' � i NON RELECTORIZED WHITE PAINT PER STANDARD SPECIFICATION �
~I MIN. 44.7' I 5.2 2 � md 5.2: 3 T" MIN. �
� i SUBSECTION 310-5.6.5. o
'ern. r _ _ ;� 49.7 r - sC
d20 5, . '43" � � � 5�-�- PARKING STALL STRIPING DETAIL
5� i i NOT TO SCALE ✓�� `` W
Z J
O
ft CK) co
N
20 10 20 60 N
S191-RINCON S21 C-CHAD S24C-CANDACE S27D-DEVON �
1 STORY 2 STORIES 2 STORIES 2 STORIES
GRAPHIC SCALE 1 "=20' z
WDID # 933C357834 LD10w010UK
Q
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY -���7�/�� CITY OF TEMECULA Drawing No.SCALE DEPARTMENT OF PUBLIC WORKS �
� RECOMMENDED BY: DATE:
CURB STAMPED3 1/2" R ALUMINUM DISK, FLUSH R VERSIDE COUNTY BENCHING CONCRETE �,�\��P U. 0�l F2
Contractor HORIZONTAL � Q'Z' �. � Plans Prepared Under The Supervision Of N
T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED � m ACCEPTED BY: f C.._ DATE: � �0 PRECISE GRADING PLAN �
W N0. 42038 m
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY � Exp. 3/31/12 A Date: � � �O AREG TLER
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. VERTICAL `rte �P Pf- IP D. OWTY DIRECTOR OF PUBLIC WORKS/CIN ENGINEER o � TRACT 32437-2 / PA 10m0088
Date Completed ELEVATION: 1097.163' NSA 9rFpFl v 1 ,F� 42038 p• 47109 f%� LOTS 1-3 (MODEL SITE) 2OF-2 .. �
CALF R.C.E. No. Expires: 3/31 12 R.C.E. No. �' o v
SHEET 3 0
DATE: Jun. 03, 2010 05:00:46 PM FILE: F:\0587\Engineering\TR_32437\Grd_Model_Precise\Sht02.dwg