HomeMy WebLinkAboutCDP 15-17A; 6125 PASEO DEL NORTE; Site PlanEX. BUILDING
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CDP 15-17 (A) --------
LEGENDS:
~ PROP. PERVIOUS PA VERS OR PERVIOUS CONCRETE
STRIPING CONSTRUCTION NOTES:
@, INSTALL 4" WHIT£ STRIPE
@0 INSTALL "COMPACT" LETTERING
@ INSTALL "COMPACT CAR ONL y• SIGN
GENERAL NOTES:
1. EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 164-10 &
417-2. EXACT AUGNMENT AND DEPTH OF UT/UT/ES WILL BE
DETERMINED BY UNDERGROUND INVEST/GA TIONS PRIOR TO
CONSTRUCTION.
2. EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES
IS SUBJECT TO A DETAILED UGHT/NG PLAN THAT SHALL BE
APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT OR GRADING
PERMIT. WHICHEVER OCCURS FIRST.
3. FIRE SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO
Bf D£SIGN£D TO NFPA 13 STANDARDS BY FIR£ SPRINKL£R
CONSULTANT.
GENERAL NOTES
COMPACT
CAR
ONLY
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. ALL SIGNING. STRIPING AND PA V£M£NT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 R£VISION 1, AS
AMENDED FOR USE IN CALIFORNIA), THE CAL TRANS STANDARD SPECIF/CA T/ONS (LA TEST
VERSION), THESE PLANS ANO THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS
R£PRESENTA TIVE PRIOR TO ANY CHANG£ IN THE Fl£LD.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
CITY ENGINEER OR HIS REPRESENTATIVE /PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFL£CTIVE PER CAL TRANS SP£CIFICA TIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
6. ALL SIGNAGE SHALL BE REFL£CTIVE PER ASTM DESIGNA TON D4956 AND SHALL USE TYPE
IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS
OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "Y/£LD", R2-1 "SPEED LIMlr'. AND STREET
NAM£ SIGNS SHALL USE TYPE IX PRISMATIC CUB£-CORNER REFL£CTIVE SHEETING (DIAMOND
GRADE VIP OR EQUAL).
7. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON LOCAL RESIDENTIAL STREETS
(SPEED LIMIT OF 25 MPH OR LESS) SHALL BE 4" HIGH CAPITAL LETTERS. LETTERING ON
GROUND-MOUNTED STREET NAME SIGNS ON PRIME ARTERIALS, MAJOR ARTERIALS AND
SECONDARY ARTERIALS (SPEED LIMIT GREATER THAN 40 MPH) SHALL Bf 8" HIGH CAPITAL
LETTERS. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6"
HIGH CAPITAL LETTERS.
8. PRIOR TO FINAL ACCEPTANC£ OF STREET IMPROV£MENTS, ALL STREET STR/PJNG AND
MARKJNGS WITHIN A 500' P£RIMETER OF THE CONSTRUCTION PROJ£CT vMLL BE RESTORED
TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY
INSPECTOR.
9. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL Bf APPROV£D BY THE CITY
£NGINE£R OR HIS R£PRESENTA TIVE PRIOR TO INSTALLATION.
10. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEG£NDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
11. ALL PAVEMENT LEGENDS SHALL BE TH£ LA TEST VERSION OF THE CAL TRANS STENCILS.
12. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
13. ALL CROSSWALKS, LIMIT UN£S, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
14. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN
DIEGO REGIONAL STANDARD DRAWING M-19.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS
OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BR£AKAWA Y BASE PER
SAN DIEGO R£G/ONAL STANDARD DRAWING M-45.
17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD APPROVED MOUNTING BRACKET 'MTH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVER£0 BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RElOCA TED OR TO REMAIN.
10 20 40
SCALE
1" = 20'
80
REVISIONS•
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DATE 11/12/2015
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DAAWINO NO.
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CDP 15-17 (A) --------
LEGENDS=
AC PAVEMENT IMPERVIOUS
~ PROP. P[RVIOUS PA V[RS Of? PE/?VIOUS CONCR[TE
GENERAL NOTES:
1.
2.
EXISTING UTIL/Tl[S AR[ BAS[D ON DRAWING NUMBERS 164-10 & 417-2.
EXACT ALIGNMENT AND DEPTH OF UTILITIES WILL BE DETERMINED BY
UNDERGROUND INVEST/GA T/ONS PRIOR TO CONSTRUCT/ON.
EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES IS
SUBJECT TO A DETAILED LIGHTING PLAN THAT SHALL BE APPROVED PRIOR
TO ISSUANCE OF A BUILDING PERMIT OR GRADING PERMIT, WHICHEVER
OCCURS FIRST.
NO. 8 AGGREGATES r-4" PERFORATED UNDERDRAIN
/ IN OPENINGS PER . SCH. 40 PVC.
6" CURB I MANUFACTURER SPECS. I CONNECT TO PERFORATED PIP[S r . UNDfR THE BIORETENTION AR[AS.
I --~----~---r !P[RMEABLE PAVERS I 6" CONCRETf r I (TRAFFIC RATED) • r EDGE RESTRAIN
•h. I II I I / \ 1 I ct:?73-1/8" THICK CONCRETf PAVEl?S.
,, l l,:::::;;Jf.::;-::;;;;;}/7:'0}r·%1/:0;::;--J~::;;'//+ .. ".;,•,-:,~/~./0/7/.,,_/~•~-~/-,;::-,,-./-,:-:wbT/."'_ -.-. ~ 2~R;::::A~:;sE (No. a AGGREGATE
. OR PEI? MANUFACTURER SPECS)
y / " THICK OPEN GRADED BASE, WITH
~" 2% MIN • , MIN. 5" PER HOUR INFILTRATION RATE )":<;',; ' · DRAIN TO _PERFORATED PIPE ..,·~~<o-"-~~'""'N_o._5_7_S_TONE -3/4" MAX.)
\YX/)V)":>::)":>::)":>::jy)0)Y,A AYNNNMMh '>v,; ~v ~{(~~~'<k~~*~~~*~<:;<~~~i~/~';h//~~~ / · / ~-OPEN GRADED · /, . /, ,
¾" GRAVEL
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BASE (NO. 57
STONE-3/4" MAX,)
SOIL SUBGRADE
UPPER 12" AT 95% COMPACTION.
(ASTM 01557)
IMPERMEABLE
MIRAFI 140N
NON WOOVEN
GEOTEXTILE
DETAIL: PERVIOUS PAVERS OR EQUIVALENT PERVIOUS PAVING SURFACE
! NOT TO SCALE
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10' 20' 40'
SCALE
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REVISIONS,
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