a?P*v

STANDARD DRAWINGS

DRAWING

NUMBERDESCRIPTION

ISSUE

DATE

LATEST

REVISION

101 Primary Roads - Typical Section 07/18/88 06/16/08

102 Secondary Roads - Typical Section 07/18/88 06/16/08

H96 Short Cul^de^Sac Streets" Typical Section n7H n;nn nf(Mff/nnU/710/OO UOMO/UO

104 4' A.C. Swale 10/14/92 06/16/08

105 3' A.C. Swale 10/14/92 06/16/08

106 Type "I" Downdrain 09/15/87 06/16/08

107 Type "II" Downdrain 09/10/90 06/16/08

108 A.C. Berm Detail 03/14/90 06/16/08

109 Asphalt Trench Repair 04/17/90 07/18/17

110 6" Monument Box Detail 11/22/91 06/16/08

111 Driveway Apron with Culvert 10/15/97 06/16/08

112 Driveway Apron 10/15/97 06/16/08

113 A.C. Swale @ Driveway 12/15/88 06/16/08

114 Culvert Catchbasin Detail 12/15/88 06/16/08

115 Street Sign 04/14/97 06/16/08

Revision Dates: 02/28/01; 09/15/06, 06/16/08, 07/18/17 *deleted.

8'

6RAPEP

SH0ULPER

0.51

(MIN.)

TYPICAL FORFILL SLOPE

14'

*%' IAIN. SUBBASE95% RELATIVE

MAX. PENSITY

COMPACTION

44'

2.2'

^

AC PAVEMENT PER

GEOTECHNlCAL

RECOMMENPATION0.51

(MIN.)

AGGREGATEBASE

95% RELATIVE

MAX. PENSITYCOMPACTION

GRAPE Z' VJIPE xsO.5' PEEPPITCH @ TOE OF SLOPE

TYPICAL FOR CUT SLOPE

NOTES:

1.

Z.

3.

4.

WHEN SWALE REQUIREP SEE P.L.CS.P. STP. PWG. 104 & IPS.

WHEN A.C 6ERM REQUIREP SEE P.L.CS.P. STP. PWG- 102.AC PAVEMENT PER SECTION 30Z-S STP. SPECIFICATIONS

FOR PUBLICWORKS CONSTRUCTION (GREEN BOOK),CURRENT EPITION. THICKNESS PER GEOTECHNlCAL

RECOMMENPATION, O.ZS1 MINIMUM.AGGREGATE BASE PER SEC. STP. SPECS. EXCEPT

THICKNESS PER GEOTECHNlCAL RECOMMENPATION,P.33' MINIMUM.

PRAINAGE OVER SLOPE PERMITTEP ONLY BY SPECIAL

APPROVAL. PROVIPE BERM OR SWALE AS REQUIREP,,SUBBASE SHALL BE SCARIFIEP & COMPACTEP

AS PIRECTEP BY INSPECTOR OR GEOTECHNlCALENGINEER TOP V TO BE COMPACTEP

TO 95% OF RELATIVE MAX.

PENS/TY UNLESS OTHERWISE PIRECTEP.

CROSS SLOPE AS SHOVJN ON PLAN

MAX. CUT/FILL SLOPES 2:1 UNLESS

OTHERWISE APPROVEP. GEOTECHNlCAL

REVIEW MAY BE REQUIREP FORSTEEPER SLOPES.

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

N.T..S.DATE:

NERAL MANAGER

DRAWN BY:

•S.6.H.REVISED:

/ /

PRIMARY ROADS

TYPICAL SECTIONSTD. NO.:

101

1

8'

6RAPEP

SH0ULPER

O.S1

(MIN.)

TYPICAL FORFILL SLOPE

NOTES:

12'

-1' MIN. SUBBASE

95% RELATIVE

MAX. PENSITYCOMPACTION

4P'

24'

12'

AC PAVEMENT PER

GEOTECHNlCALRECOMMENPATION

O.S1

(MIN.)

6RAPEPSH0ULPER

AGGREGATEBASE

95% RELATIVE

MAX. PENSITYCOMPACTION

GRAPE Z' WIPE ysO.S' PEEPPITCH @ TOE OF SLOPE

TYPICAL FOR CUT SLOPE

CUT

SLOPE

1. WHEN SWALE REQUIREP SEE P.L.CS.P. STP. PWG. 104 & lOS.Z. WHEN A.C. BERM REQUIREP SEE P.L.CS.P. STP. PWG. 108.

3. AC PAVEMENT PER SECTION 302-5" STP. SPEaFICATIONS

FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK),CURRENT EPITION. THICKNESS PER GEOTECHNlCAL

RECOMMENPATION, 0.25' MINIMUM.4. AGGREGATE BASE PER SEC STP. SPEC'S. EXCEPT

THICKNESS PER GEOTECHNlCAL RECOMMENPATION,

0.33' MINIMUM.

5. PRAINAGE OVER SLOPE PERMITTEP ONLY 6Y SPECIALAPPROVAL. PROVIPE BERM OR SWALE AS REQUIREP.

6. SU66ASE SHALL BE SCARIFIEP & COMPACTEP

AS PIRECTEP 6Y INSPECTOR OR GEOTECHNlCALENGINEER TOP 1' TO BE COMPACTEPTO 95% OF RELATIVE MAX.

PENSITY UNLESS OTHERWISE PIRECTEP.

CROSS SLOPE AS SHOWN ON PLANMAX. CUT/FILL SLOPES 2:1 UNLESSOTHERWISE APPROVEP. GEOTECHNlCAL

REVIEW MAY BE REQUIREP FORSTEEPER SLOPES.

DE LUZ COMMUNITY SERVICES DISTRICT

SCALE:

N.T.S,.DATE:

fe/lfe/Qf? NERAL MANAGER

DRAWN BY:

.s.e.H.REVISED:

1 '6'1±

SECONDARY ROADS &

CUL-DE-SAC ROADS

TYPICAL SECTIONSTD. NO.:

102

SAWCUT FOR

CLEAN &

STRAIGHT LINE

NEW OR EXIST.

PAVEMENT

BASE

MIN. SUBBASE

95% RELATIVE

MAX. DENSITY

COMPACTION

* 2% CROSS SLOPE UNLESS

OTHERWISE NOTED

0.17' - 0.25"' AS NEEDED

TO ACCOMMODATE BERM

EXTRUSION MACHINE

BACKFILL AND GRADE TOTOP OF PROPOSED BERM

WITH GRINDINGS OR DIRT

AS NEEDED. GRADE

SHOULDER TO A Z% MIN.

TOWARDS STREET.4" THICK-

AGGREGATE BAS,

95% RELATIVE

MAX. DENSITY

COMPACTION

AC BERM PER

STD. No-. 108

SH0ULPER SU6-6ASECOMPACTED TO 95%

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

N.T.S.DATE:

ROVED-BY:

ENERAL MANAGER

DRAWN BY:

S.E.H.REVISED:

/ /

3' A.C. SHOULDER W/BERM

STANDARD DRAWINGSTD. NO.:

104

>

SAWCUT FOR

CLEAN &

STRAIGHT LINE

NEW OR EXIST. A.C

PAVEMENT &

BASE

V MIN. SUBBASE

95% RELATIVE

MAX. DENSITY

COMPACTION

* 2% CROSS SLOPE UNLESS

OTHERWISE NOTED

0.17' - 0.25' AS NEEDED

TO ACCOMMODATE BERM

EXTRUSION MACHINE

4" THICK.

AGGREGATE BASE

95% RELATIVE

MAX. DENSITY

COMPACTION

BACKFILL AND GRADE TO

TOP OF PROPOSED BERM

WITH GRINDINGS OR DIRTAS NEEDED. GRADE

SHOULDER TO A Z% MIN.TOWARDS STREET.

AC BERM PER

STD. No-. 108

SHOULPER SUB-BASE

COMPACTED TO 95%

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

NJ.T.S.DATE:

ENERAL MANAGER

DRAWN BY:

•S.6.H.REVISED:

/ /

2' A.C. SHOULDER W/BERM

STANDARD DRAWINGSTD. NO.:

105

TRANSITION 6" A.C

BERM TO 12" A.C. BERM

12" A.C. BERM (SEENOTE 4 6EL0W)

Z5'

25"'

,A.C SWALE/SHOULDER

OR GRADED SHOULDER

M/RROR IMAGE

TO RIGHT WHEN

JOINING A.C.

BERM IN SUMP

TRANSITION 6" A.C

6ERM TO 12" A.C, 6E

12" A.C. BERM (SEENOTE 4 BELOW)

NOTES:

1. 4' SHOULPER W/6ERM PER P.L.CS.P. STP. #104

2. 6" A.C 6ERM PER P.L.CS.P. STP. #108.

3. AGGREGATE 6ASE MAY BE REQUIRED BYINSPECTOR UNDER A.C. DONWDRAIN.

4. BACKFILL BEHIND 12" 6ERMS ON BOTH SIDES OFDOWNDRAIN TO ALLOW DRAINAGE TO FLOW TO

DOWNDRAIN, WHEN NECESSARY.

I

0.25' THICK (MIN.) A.C

MATCH EXIST. PAVEMENT -

TRANSITION TO 12" A.C BERM

-EXIST.

PAVEMENT

12" TRANSITION

~ T^^.C" /3ERM (SEE- "NOTE 4 BELOW) CO I

AR(A6LE TO SUIT

FIELD CONDITIONS.

10V10" GROUTED RIP-RAP

CALTRANS "FACING"

CLASS OR HEAVIER

0.25' THICK (MIN.) A.C.

^ss!!^-MATCH EXIST. PAVEMENT -/|j TRANSITION TO 12" A.O. 6ERM

12" TRANSITION

\ I12" A.C. BERM "NOTE 4 6ELOW)

EXIST.

PAVEMENT

f>VAR/A6LE TO SUIT

:10"iolO" GROUTED RIP-RAP* FIELD CONDITIONS.CALTRANS "FAC\NG"CLASS OR HEAVIER

DE LUZ COMMUNITY SERVICE DISTRICT

IROVED-BY:

GENERAL MANAGER

DRAWN BY:

•S.5.H.REVISED:

TYPE "I" DOWNDRAIN

STANDARD DRAWINGSTD. NO.:

106

NOTE:

* - CONSTRUCT 20' (MlN.) OF 4' WIDEA.C. SWALE EACH SIDE WHEN NOA.C. BERM OR SWALE IS PRESENT.

ZO'

TRANSITION

A-C_6ER^HEIGHTVARIES

NEW OR EXIST. A.CPAVEMENT &

6ASE-

OVERLAP CMP

WIDTH OF COUPLER

10V10" GROUTED

RIP-RAP

CALTRANS "FACING"

CLASS OR HEAVIER

LENGTH PER PLAN'SECTION A-A

BAND

COUPLEROVERLAP CMP

WIDTH OF COUPLER JN.T.S.

1/2 DIA. 24" CMP, 14£A. GALV.ON COMPACTED NATIVE SOIL

STEEL BAR - SEE DETAIL

3/4" DIA. STEEL STAKE OR #6

RE6AR 10' O.C MAX. - 2 EA. END

MIN. & @ ALL JOINTS - OVERLAP

JOINTS 12" ON 1/2 DIA. CMP-AFLAN V/EW

1/2 DIA. 24" CMP

LENGTH PER PLAN

10V10" CROUTEP

RIP-RAP

CALTRANS "FACING"

CLASS OR HEAVIER

N.T.S.

5/8" DIA.

-1/2V2V28" LONG STEEL

BAR-BOLT TO CMP <§ SPRINGLINEW/l/2" DIA. GALV. BOLT, WASHER& NUT, 12" FROM EACH END OFCMP-Z BARS REQUIRED @ EACHEND (4 TOTAL)

STEEL 6AR PETAIL

NTS

SECTION 6-6

NOTES: N.T.S.

1. 4' SHOULPER W/6ERM PER P.L.CS.P. STP. #104 or *-%05.

2. 6" A.C BERM PER P.L.CS.P. STP. #108.

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

N.T.S.DATE:

ENERAL MANAGER

DRAWN BY:

•S.6.H.REVISED:

/ /

TYPE "II" DOWNDRAIN

STANDARD DRAWINGSTD. NO.:

107

NEW OR EXIST. A.C

PAVEMENT AND

AGGREGATE BASE

PAVEMENT WIDTH

AS SPECIFIED

V MIN. SUBBAE 95% (MIN.)RELATIVE MAX. DENSITYCOMPACTION

NOTE:

UNIT PRICE FOR &" BERM SHALL INCLUDE FULL

COMPENSATION FOR BACKFILL, COMPACTION,AND FINE GRADING BEHIND BERM.

>

4' UNLESS OTHERWISE NOTED

EXTEND PAVEMENT

UNDER BERM

'PLACE FILL AS REQUIRED TOJOIN EXIST. FIELD CONDITION90% (MIN.) RELATIVE MAX.DENSITY COMPACTION

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

N.T.S.DATE:

b'±b.'C2 ENERALMANAGER

DRAWN BY:

REVISED:/ /

A.C. BERM DETAIL

STANDARD DRAWINGSTD. NO.:

108

>

GRIND BOTH SIDE1" PEEP &

12"(M/N.) WIDE

A.C. PATCH 1" DEEPER

THAN EXISTING A.C

ROADWAY 4" (MIN.)GRIND A.C

1/4" (MIN.) &1/2" (MAX.)

>

2" (MIN.) "COLD MIX" A.C.

EXIST. A.C. ROADWAY-

TACK BOTH SIDES

12" (MIN.) THICKZONE TO BE95% RELATIVE

MAX. DENSITY

COMPACTION'TRENCH

WIDTH

•6" (MIN.) THICKAGGREGATE BASE

95% RELATIVE MAX.

DENSITY COMPACTION

-STORM DRAIN OR

OTHER UTILITY

PERMANENT

TRENCH

WIDTH

TEMPORARY

NOTES:NOTES:

1. TEMPORARY REPAIR 30 DAYS MAXIMUM.

2. FAILURE TO MAINTAIN PATCH WILL

IMMEDIATELY REVOKE PERMIT DISTRICT MAY

HIRE CONTRACTOR TO CORRECT AT

PERMITEE'S EXPENSE.

1.

2.

3.

4.

AC SHALL BE l-Ol-AR-4000.

PREFERREP BACKFILL: Z-SACK CONCRETE SLURRY

FULL DEPTH OF TRENCH ABOVE PIPE 7-ONE TO

FINISHED SURFACE. GRIND TO 4" (MIN.) DEPTH, PAVEW/A.C AS SHOWN.

PIPE BEDDING, INSTALLATION & BACKFILL

PER SECTION 306 STP. SPEaFICATIONS.

ALTERNATE BACKFILL WITH IMPORTED

GRANULAR MATERIAL OR NATIVE MATERIAL

SUBJECT TO INSPECTOR'S APPROVAL.

COMPACTION TEST(S) MUST BE TAKEN PRIORTO PLACING PERMANENT REPAIR. TEST

REPORTS MUST BE SUBMITTED AND APPROVED

PRIOR TO RELEASE OF PERMIT SECURITIES.

DE LUZ COMMUNITY SERVICES DISTRICT

SCALE:

N.T.S.DATE:

6/lfi/nft

APPROVED BY:

GENERAL MANAGER

DRAWN BY:

S.E.H.REVISED:

7/1R/17

ASPHALT TRENCH REPAIR

TYPICAL SECTIONSTD. NO.:

109

>

EXIST AC ROADWAY

SURVEY MARKER

(MONUMENT ORIRON PIPE) .

NOTES:

l.

2.

3.

VALVE CAP TO BE FURNISHED BY P.L.CS.P.

PVC PIPE TO BE FURNISHED 6Y P.L.CS.P.

PARTY INSTALLING SHALL CUT PIPE TO

REQUIRED LENGTH.

MONUMENT BOX TO BE USED FOR

EXISTING PAVEMENT W/NEW OR

EXISTING SURVEY MARKERS.

6" VALVE BOX CAP WITH

"MONUMENT' LEGEND

FURNISHED 6Y P.L.CS.P.

GREASE CAP OR WRAP

W/PLASTICTO 6REAK

60NP W/PRY PACKCONCRETE

6" DIA. SPR35 PVC

FURNISHED 6Y P.L.CS.P.

PRY PACK EXCAVATIONW/CONCRETE MIX

EXCAVATION TO LOCATE

SURVEY MARKER

DE LUZ COMMUNITY SERVICE DISTRICT

SCALE:

N.T.S.DATE:

ENERAL MANAGER

DRAWN BY:

S.E.H.REVISED:

/ /

6" MONUMENT BOX DETAIL

STANDARD DRAWINGSTD. NO.:

110