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8068GENERAL IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS' PUBLIC ROAD STANDARDS. 'R' VALUE TESTS MAY BE REQUIRED PRIOR TO CONSTRUCTION, PER ENGINEER'S DIRECTION. 4" CLASS II AGGREGATE BASE IS REQUIRED UNDER ALL PROPOSED CONCRETE CURB AND CURB & GUTTER. 6" CLASS II AGGREGATE BASE IS REQUIRED UNDER ALL 4" ASPHALT PAVEMENT REPLACEMENT. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS- GUTTER, AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS PROPOSED BY THIS PROJECT, TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7.0)THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 b)THE CONTRACTOR SHALL NOTIFY THE AT &T TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (858) 886 -2863 c)THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA. TELEPHONE: (760) 753 -6466. d)THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422 -4133 e)THE CONTRACTOR SHALL NOTIFY NEXT'G' NETWORKS PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVE, PETER MATKOWSKI. TELEPHONE: (626) 320 -0996 8. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACE BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S COST, UNLESS OTHERWISE SPECIFIED. 9. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (AUGUST 2009 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 2006 EDITION),AND THE SPECIAL PROVISIONS FOR THIS PROJECT. Underground Service Alert CAM ww= YOU DID CALL TOLL FREE 1 -800 422 -4133 TNO WOREING DAYS BEFORE YOU DIG REVISIONS ENCINITAS FIRE DEPARTMENT REVIEWED BY: L DATE: DATE DATE BENCHMARK ;•ZS• i STATION NO. 1021 (ENC -21), A WELL MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE PER ROS 18416. ELEVATION 264.323 - DATUM: NAVD88 PLANS FOR THE CONSTRUCT ON OF GARDENDALE RO D TRAFFIC CALMING /SAFE ROUTE TO SCHOOL IN THE - SHEETINDEX SHEET DESCRIPTION =SD_ - PROPOSED 1 TITLE SHEET PROPOSED EXISTING 2 INDEX MAP & TYPICAL SECTIONS WATER METER 3 DETAILS SEWER MANHOLE 0 EXISTING 4 -5 DEMOLITION PLANS CATCH BASIN PROP 6 AREA 2 - GARDENDALE RD & HUMMOCK LN 7 AREA 3 - GARDENDALE RD & ASPENGLOW DR DRIVE AREA 5 - GARDENDALE RD & CLEAR VALLEY DR 8 AREA 4 - GARDENDALE RD & VILLAGE CENTER DR SORSD AREA 6 - GARDENDALE RD & MOUNTAIN VISTA DR 9 AREA 7 - ASPENGLOW DR & SPLITRAIL DR 10 AREA 1 - GARDENDALE RD & GLEN ARBOR DR 11 -12 SIGNING & STRIPING PLANS WM 13 -14 EROSION CONTROL PLANS LN SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN SPECIAL DISTRICT CITY OF ENCINITAS VICINITY MAP NOT TO SCALE PROJECT LOCATION ENCINITAS, CALIFORNIA 92024 AREA INTERSECTION 1 GARDENDALE RD & GLEN ARBOR DR 2 GARDENDALE RD & HUMMOCK LN 3 GARDENDALE RD & ASPENGLOW DR 4 GARDENDALE RD & VILLAGE CENTER DR 5 GARDENDALE RD & CLEAR VALLEY DR 6 GARDENDALE RD & MOUNTAIN VISTA DR 7 ASPENGLOW DR & SPLITRAIL DR BASIS OF BEARING WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (AUGUST 2009) 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK ") (2009) 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS (2006) 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (2006) 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83, 2004.0 EPOCH), CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983, ZONE 6, AS DETERMINED BY THE LINE BETWEEN STATION NO'S 1021 & 1007 PER ROS 18416 WITH A BEARING OF N49 656'08 "W. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS_ AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ,i, , BY: as /0- /7 -/Z TIMOTHY M. THIELE RCE 60283 DATE SS PLANNING ■ DESIGN ■ CONSTRUCTION �y m c No.C60283 'fl 0I V 1` .1�! 5050 AVENIDA ENCINAS, SUITE 260 'Jf OF C t V�E�� ■ ■ ■ CARLSBAD, CALIFORNIA 92008 -4386 C 0 N 5 U LT I N [3 760 476.9193 • FAX 76OA762198 • wwwRBF.com PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: 10'1 / 1 Z TI OTHY .THIELE R.C.E. NO. 60283 EXP. 6/30/14 APPROVALS RECOMMENDED ss APPROVED BY: Lamx K BY: , EDWARD DEAN E, RCE 48971 GR G SHI S, RCE 30869 DATE: 1D-/q•/2- DATE: /O.M. M LEGEND ITEM SYMBOL PROPOSED CENTERLINE - PROPOSED AC PAVING (FULL DEPTH) PROPOSED AC PAVING (GRIND & OVERLAY) PROPOSED CONCRETE PROPOSED LANDSCAPE AREA y y y W W �IiNli PROPOSED CONTOUR 212 EXISTING CONTOUR 6V- -- -212- -- GRADING DAYLIGHT LINE SAWCUT LINE — — — — — RIGHT -OF -WAY LINE —R /W - - PROPERTY LINE — _t EXISTING CONCRETEI =SD_ - PROPOSED EXISTING FIRE HYDRANT PROPOSED EXISTING WATER VALVE Q� EXISTING WATER METER f EXISTING SEWER MANHOLE 0 EXISTING POWER POLE a, CATCH BASIN PROP pp EXISTING SD CLEANOUT 121 EXISTING CURB INLET �1 PROPOSED STORM DRAIN =SD_ - PROPOSED CURB INLET F1_1 PROPOSED CATCH BASIN PL PROPOSED SD CLEANOUT Q PROPOSED CURB CHANNEL PP EXISTING STORM DRAIN — D — EXISTING WATER - UJ- - - - - -- EXISTING SEWER AB AGGREGATE BASE NTS AC ASPHALT CONCRETE PCC APN ASSESSOR'S PARCEL NUMBER PL BC BEGIN CURVE PL BCR BEGIN CURB RETURN PP C &G CURB & GUTTER PRC CB CATCH BASIN PROP CI CURB INLET PVMT CO CLEANOUT RD CONC CONCRETE RIM DR DRIVE S EC END CURVE SD ECR END CURB RETURN SDG &E EOP EDGE OF PAVEMENT SORSD EX EXISTING SMH FG FINISH GRADE STD FH FIRE HYDRANT SWK FL FLOWLINE TC FS FINISH SURFACE W HP HIGH POINT WM LF LINEAR FEET WV LN LANE LP LOW POINT CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: TITLE SHEET GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL WORK PROJECT NO. CMS12F ° z Q J 0 ° a DRAWING NO. o 0 Ln Ln 0088 —SI Q ° a SHEET 1 OF 14 / E C N O N NOT TO SCALE ° POINT OF CONTINUOUS CURVE PLACE � PROPERTY LINE POWER POLE ,z,, POINT OF REVERSE CURVE ° PROPOSED PAVEMENT o ROAD ° RIM ELEVATION SEWER STORM DRAIN ° SAN DIEGO GAS & ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING j SEWER MANHOLE Li STANDARD > 0 SIDEWALK TOP OF CURB WATER % WATER METER WATER VALVE ° CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: TITLE SHEET GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL WORK PROJECT NO. CMS12F ° z Q J 0 ° a DRAWING NO. o 0 Ln Ln 0088 —SI Q ° a SHEET 1 OF 14 / 1� O N 0 N r O W Z W U H ID O I W LnO Ir J D Z Q J 0 0 Q O 0 0 in i a 0 i W Z_ J 3 /g x Y BRASS SCREW, I- PROPOSED FULL D z 1' -2" x SLIPNOT ® i74 1 -EACH CORNER OF COVER U DEPTH SECTION, a 4" AC OVER z NON -SLIP STEEL EEL PLATE GRIND ALL AC COLD JOINTS FOR cn 6" CLASS II AB OR EQUAL 1'-2" x y4' SLIPNOT 0 12" 10' 3 MINIMUM 1.5" AC OVERLAY /4 x y4 BAR 12" 12" it 1/2"R 8„ NON -SLIP STEEL PLATE OR EQUAL SEE ATTACHMENT 1 � �8 COVER N 1/2 "R DETAIL SEE ATTACHMENT FRAME DETAIL 8 - %" x 3y2" SQ. 0 HEAD BOLT EXISTING AC a - TOP OF o PAVEMENT CURB HEIGHT ° ANCHORS. 2 PER PER PLAN SIDE. ° Y611 45° Ld a 'a 1�'a" x 1y„ a OoOOOOOOO ro ° 9„ 520 -C -3250 CONCRETE m 3A6" INSTALL STRESS - RELIEVING ° SPEED TABLE 311 �O FABRIC UNDER AC. FABRIC FABRIC SHALL BE GlasPave25 OR EXISTING BASE oaf APPROVED EQUAL. 0 O U CLASS I I AB 2 5. CONSTRUCT PER SDRSD I ATTACHMENT DETAIL p *SEE SDRSD G -6 FOR STANDARD NOTES CLASS II AB "2CLASSI520DC AC PAVEMENT JOINT 8 -2500 MITER FRAME SECTIONS 450 3 O CONCRETE . BUTT WELD AND SURFACE GRIND. NTS CURB CHANNEL 4" MOUNTABLE MEDIAN CURB DETAIL NTS 2 CURB CHANNEL NTS Ld w z z J J d W SURFACE OF EX. Ll EX. GUTTER w m r CATCH BASIN = FS U C7 6" 2 ATTACHMENT PER DETAIL 2 HEREON PRECAST CONC. BOX W/ CAST IRON FRAME FINISHED GRADE �'- 1 • ' / 3 4 VARIES 10' VARIES NOTES CONC. PAVEMENT PER PLAN SPEED TABLE X -WALK PER PLAN EXISTING PAVEMENT O NTOEEX. ° SCREW ON PVC 6" PVC RISER Inr WELD ORI BOLT ANGLE PLATE. LID AND BASE 2% MAX 6.67% MAX ASPHALT PAVEMENT S.D. PIPE MPX ' � ^'i'• :`+a•r' 6�j " ° '"� ` ATTACH NON -SLIP PLATE TO ANGLE 2 O PLUG IF AT EXISTING PAVEMENT y SAWCUT & GRIND SCREWS PER DETAIL 2 END OF RUN AS SHOWN ON PLAN EX. PAVMENT 1.5" HEREON. - - - -- a SPEED TABLE SHALL TRANSITION WINGS SHALL BE Q J" DIA. CONTINUOUS STEEL BAR. > BE 6" CLASS CLASS 520 -C -3250 BLACK SAWCUT & GRIND PVC WYE a 520 -C -3250 GRAY COLORED CONCRETE (TYP) EX. PAVMENT 1.5" CONCRETE DOWEL INTO EX. CONCRETE GUTTER. ® " DIA. STEEL DOWELS, 8" LONG, SPACED ® 3'. SERVICE CLEANOUT SPEED TABLE TYPICAL SECTION CURB CHANNEL AT EX. CURB INLET 4 5 6 NTS NTS NTS Q0.pFESS10N�� M. Tyres �^a, y� = PLANNING ■ DESIGN ■ CONSTRUCTION m m No.C60283 9lF " 5050 AVENIDA ENCINAS, SUITE 260 " " OF C k�1F�o CARLSBAD, CALIFORNIA 92008 -4386 ' CONSULTING 760.476.9198 • FAX 760476.9198 - www.RBF.com REVISIONS APP D DATE R F REI DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 2 PS GUILT �•/ STATION NO. 1021 (ENC -21), A WELL MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED �� r DETAILS FOR: 0088 -SI PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLOW -_r" - �l�L DATE: 10-17./7 ENGINEER: / BY: ..08 BY: GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL SPRINGS DRIVE PER ROS 18416. VERTICAL AS SHOWN ¶ 0 M. IELE EDWARD DEANE, RCE 48971 GRE SHI S, RCE 30869 SHEET 3 OF 14 ELEVATION 264.323 - DATUM: NAVD88 R.C.E. NO. 60283 EXP. 6/30/14 DATE: laiLq •/t DATE: WORK PROJECT NO. CMS12F 1� O N 0 N r O W Z W U H ID O I W LnO Ir J D Z Q J 0 0 Q O 0 0 in i a 0 i CD to x F4 U TABLEI 04 1 -4 00 to 0 CURB (TYP)l 0 'NISH GRADE:: Lo _lvo� - 1 5% MOLE! RAISE TO F LLI I T UC6 r� to 1 04 i 00 FINISH SURFACE 04 W 04 -- — ----- cc,144d r I q t- I CJRB FA (a In In In In In Lo po �� l°�l' _ Tz. '1"=1 REVISIONS DATE I REFERENCES I DATE 1 SCALE: 1"=10' BENCHMARK SCALE SPECIAL DISTRICT STATION NO. 1021 (FNC-71), A WELL MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN PARK WAY AT A BEGINNING OF CURVE --------- 34{) FEET SOUTHWEST OF WILLOW |VERTICAL AS SHOWN SPRINGS DRIVE PER R(lS 18416. | --------- ELEVATION 264.323 - DATUM: NAVD88 of U u CONSTRUCTION �NOTES CONSTRUCT 6" TYPE 'G' 6URB & GUTTER PER SDRSD G-2, CONSTRUCT PCC SURFACE PER SDRSD G-7, G-8, AND G-18. \*� CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G-27 WITH BLACK TRUNCATED DOMES PER SDRSD ^- G-30. WIDTH=3'. \a/ CONSTRUCT 8 " CONCRETE PEED TABLE PER DETAIL 5 ON SHEET 3. SEE SECTION A-A `^ HEREON. INSTALL BLACK FRUNCATED DOMES ON SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD G-30 /LENGTH=10' WIDTH-3' \. CONSTRUCT FULL DEPTH A PAVEMENT PER DETAIL J ON SHEET 3 CONSTRUCT G" CURB PER ~R~~ �-1 � U�\ INSTALL LANDSCAPING TO MATCH EXISTING ON HOMEOWNER'S PROPERTY PER SECTION `C` OF ^~ SPECIAL PROVISIONS. EX END EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. /�\ � \/o/ CONSTRUCT CONCRETE CROpS-GUTTER -12. U9 ADJUST EX . WATER VALVE T~ FINISI-GR_Al7E_.~~ (�> INSTALL SERVICE CLEAN (PER DETAIL 4 ON SHEET J 0N EX SIDEWALK UNDERDRAIN - � ` ,, ' � PIPE AT BACK 0F �[DE� � INSTALL 3 PVC PIPE AND CORE INTO EXISTING STORM DRAIN CLEAN0UT. n23 0 TRENCH FOR STORM �-�'__ 'C' \m� �ON�TRUCT TYPE C CUR INLET PER SDRSD D-3A, LENGTH PER PLAN. INSTALL INLET ^' FILTER AND MARKER PER PROJECT SPECIAL PROVISIONS. BLACK COLORED CONCRETE PAVING AT SPEED TABLE TRANSITIONS PER DETAIL 5 ON SHEET ~- 3. REFER TO DEMOLITION PLANS FOR DEPTH OF PAVEMENT REMOVAL & REPLACEMENT. � CURB DATA TABLE Ig BEARING/DELTA RADIUS LENGTH STORM DRAIN DATA TABLE NOTE REVISIONS DATE I REFERENCES I DATE 1 SCALE: 1"=10' BENCHMARK SCALE SPECIAL DISTRICT STATION NO. 1021 (FNC-71), A WELL MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN PARK WAY AT A BEGINNING OF CURVE --------- 34{) FEET SOUTHWEST OF WILLOW |VERTICAL AS SHOWN SPRINGS DRIVE PER R(lS 18416. | --------- ELEVATION 264.323 - DATUM: NAVD88 of U u CONSTRUCTION �NOTES CONSTRUCT 6" TYPE 'G' 6URB & GUTTER PER SDRSD G-2, CONSTRUCT PCC SURFACE PER SDRSD G-7, G-8, AND G-18. \*� CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G-27 WITH BLACK TRUNCATED DOMES PER SDRSD ^- G-30. WIDTH=3'. \a/ CONSTRUCT 8 " CONCRETE PEED TABLE PER DETAIL 5 ON SHEET 3. SEE SECTION A-A `^ HEREON. INSTALL BLACK FRUNCATED DOMES ON SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD G-30 /LENGTH=10' WIDTH-3' \. CONSTRUCT FULL DEPTH A PAVEMENT PER DETAIL J ON SHEET 3 CONSTRUCT G" CURB PER ~R~~ �-1 � U�\ INSTALL LANDSCAPING TO MATCH EXISTING ON HOMEOWNER'S PROPERTY PER SECTION `C` OF ^~ SPECIAL PROVISIONS. EX END EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. /�\ � \/o/ CONSTRUCT CONCRETE CROpS-GUTTER -12. U9 ADJUST EX . WATER VALVE T~ FINISI-GR_Al7E_.~~ (�> INSTALL SERVICE CLEAN (PER DETAIL 4 ON SHEET J 0N EX SIDEWALK UNDERDRAIN - � ` ,, ' � PIPE AT BACK 0F �[DE� � INSTALL 3 PVC PIPE AND CORE INTO EXISTING STORM DRAIN CLEAN0UT. n23 0 TRENCH FOR STORM �-�'__ 'C' \m� �ON�TRUCT TYPE C CUR INLET PER SDRSD D-3A, LENGTH PER PLAN. INSTALL INLET ^' FILTER AND MARKER PER PROJECT SPECIAL PROVISIONS. BLACK COLORED CONCRETE PAVING AT SPEED TABLE TRANSITIONS PER DETAIL 5 ON SHEET ~- 3. REFER TO DEMOLITION PLANS FOR DEPTH OF PAVEMENT REMOVAL & REPLACEMENT. � � WF PLANNING E DESIGN E CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: Ld LIE LIE I xa) MN Lo Lo 1 25 FQ PROF Lo i C4 F- Lj Eel wl Ld LLI Ld off All m Ld Ld �--,~--, -FAX 7604769198 ..~..~~~. `' / � m APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. p RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: o Ln m AREA 2 - GARDENDALE ROAD & HUMMOCK LANE 0088-SI / GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL < oumxnu uEomt RICE *8971 *nE* 3 / /z DATE: SHEET 6 OF 14 .A WORK PROJECT NO. CMS12F / �� CURB DATA TABLE Ig BEARING/DELTA RADIUS LENGTH NOTE 14 24001'54" 20.00' 8.39' 6" CURB ge GUTTER 18 120009,59 20.00' 41.95' 6" CURB & GUTTER � WF PLANNING E DESIGN E CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: Ld LIE LIE I xa) MN Lo Lo 1 25 FQ PROF Lo i C4 F- Lj Eel wl Ld LLI Ld off All m Ld Ld �--,~--, -FAX 7604769198 ..~..~~~. `' / � m APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. p RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: o Ln m AREA 2 - GARDENDALE ROAD & HUMMOCK LANE 0088-SI / GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL < oumxnu uEomt RICE *8971 *nE* 3 / /z DATE: SHEET 6 OF 14 .A WORK PROJECT NO. CMS12F / �� 257-340-43 v U " U " ATCH EX. CURB & TA 13+30.06 (18.19 253.62 TC) 1�1 !, �f STA 13+38. 8 BC 253.63 FS rA 13+42.25 EC 53. 48 TC MATCH EX. CURB & GUTTER 252.03 TIC 251.Q7 Fq $TA 20+07 ' TCH EX. A 1g+81 + / CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS v DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) GO DRAWNG NO. 3 Q w- 192.04' w- t F 00) LO (14 14' TABLE -1 0088-SI 253.66 TC CD 253.23 IE 31' PVC 'UNDERDRAINI (L�NCTH=1U` �IDTH�J`\ ` , ' In a (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- 257-303-24 VnJ ;TA 19+76.5 252.63 FS yi -- TRUNCATED DOMES PER SDRSD G-30, WIDTH=3' . /�� yu/ --PRO ;FINISH SURFACE ~^ PROPERTY PER SECTION 'C' OF SPECIAL PROVISIONS. EXTEND EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. �� \�� - - CONSTRUCT CONCRETE CROSS -GUTTER PER SDRSD � 72 . @/�� B ` CONSTRUCT TYPE 8-1 ' CURB INLET PER SDRSD D-2, LENGTH PER '/ ~^ PLAN. CONNECT TO EX. 24'' STORM DRAIN WITH 12`' PVC RISER. / INSTALL INLET FILTER AND MARKER PER PROJECT SPECIAL Cn Lo 243.74 TC) �� EXTEND EX. SIDEWALK UNDERURA[N PER SDRSD D-27. 8' CONSTRUCT CURB CHANNEL AT EX. INLET PER DETAIL 8 ON SHEET 3. END 6-CURB BLACK COLORED CONCRETE PAYING AT SPEED TABLE TRANSITIONS 246.06 |C/Fu ^- PER DETAIL 5 ON SHEET 3. REFER T0 DEMOLITION PLANS FOR DEPTH OF PAVEMENT REMOVAL & REPLACEMENT . �TA 1 BC � f%e 19 ro (If CD Lo 04 Ln 19 N 03055'15" W 4.65' 6" Lo SPEIED Lo TABLE 0�0 27 00046'40" MID 304.00' 4.13' 6" MEDIAN CURB 29 jC8tG 00045'37" 296.00' 3.93' 6" MEDIAN CURB 61'- 6" TRANSITION I CD 00 0 00 04 20 40 60 Ulu pmuti 257-340-43 v U " U " ATCH EX. CURB & TA 13+30.06 (18.19 253.62 TC) 1�1 !, �f STA 13+38. 8 BC 253.63 FS rA 13+42.25 EC 53. 48 TC MATCH EX. CURB & GUTTER 252.03 TIC 251.Q7 Fq $TA 20+07 ' TCH EX. A 1g+81 + � � MATCH EX. CURB k GUTTER STA 13+27.38 (18.071T) BCR 253.89 FS) 253.4 IE EC .54.30 TC / CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS v DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) GO DRAWNG NO. 3 Q w- 192.04' w- t F 00) LO (14 14' TABLE -1 0088-SI 253.66 TC CD 253.23 IE 31' PVC 'UNDERDRAINI (L�NCTH=1U` �IDTH�J`\ ` , ' In a (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- 257-303-24 VnJ ;TA 19+76.5 � � MATCH EX. CURB k GUTTER STA 13+27.38 (18.071T) BCR 253.89 FS) 253.4 IE EC .54.30 TC 257-340-41 BC ,3.62 TIC .3 12 FL TA 20+91.84 ECR ul 254. 91 TC ' -\:ST7A20+71.82 STA 20+36.75 GA DENDALE RD= STA 13+81.27 ASPENGLOW DR PCc } ��i� �[� | wm�wux�n�� /�� 0 CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS v DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) 'TOP DRAWNG NO. 3 IN 87013'33" W TRUNCATED DOMES PER SDRSD G-JU, WlDTH=3 . . 192.04' ASPENGLOW DR PROP LLI F 00) LO (14 14' TABLE SEE SECTION B-8 HEREON. INSTALL BLACK TRUNCATED DOMES ON 0088-SI E;oo N2 SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD C-38 � 31' PVC 'UNDERDRAINI (L�NCTH=1U` �IDTH�J`\ ` , ' In a (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- 257-303-24 VnJ ;TA 19+76.5 252.63 FS CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 WITH BLACK -- TRUNCATED DOMES PER SDRSD G-30, WIDTH=3' . /�� yu/ --PRO ;FINISH SURFACE ~^ PROPERTY PER SECTION 'C' OF SPECIAL PROVISIONS. EXTEND EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. �� \�� - - CONSTRUCT CONCRETE CROSS -GUTTER PER SDRSD � 72 . @/�� B ` CONSTRUCT TYPE 8-1 ' CURB INLET PER SDRSD D-2, LENGTH PER '/ ~^ PLAN. CONNECT TO EX. 24'' STORM DRAIN WITH 12`' PVC RISER. / INSTALL INLET FILTER AND MARKER PER PROJECT SPECIAL PROVISIONS. 243.74 TC) �� EXTEND EX. SIDEWALK UNDERURA[N PER SDRSD D-27. 8' CONSTRUCT CURB CHANNEL AT EX. INLET PER DETAIL 8 ON SHEET 3. END 6-CURB BLACK COLORED CONCRETE PAYING AT SPEED TABLE TRANSITIONS 246.06 |C/Fu ^- PER DETAIL 5 ON SHEET 3. REFER T0 DEMOLITION PLANS FOR DEPTH OF PAVEMENT REMOVAL & REPLACEMENT . �TA 1 BC � ro 257-340-41 BC ,3.62 TIC .3 12 FL TA 20+91.84 ECR ul 254. 91 TC ' -\:ST7A20+71.82 STA 20+36.75 GA DENDALE RD= STA 13+81.27 ASPENGLOW DR PCc } ��i� �[� | wm�wux�n�� /�� >52.40 TIC 251.58 FL) 0 CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS v DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) I C-4 C141 DRAWNG NO. 3 IN 87013'33" W TRUNCATED DOMES PER SDRSD G-JU, WlDTH=3 . . 192.04' ASPENGLOW DR \a/ CONSTRUCT 6 ,` CONCRETE SPEED TABLE PER DETAIL 5 ON SHEET 3. HORIZONTAL AS SHOWN VERTICAL AS SHOWN 14' TABLE SEE SECTION B-8 HEREON. INSTALL BLACK TRUNCATED DOMES ON 0088-SI Ln Lo '1� < c� SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD C-38 � (L�NCTH=1U` �IDTH�J`\ ` , ' CLEAR VALLEY /`^' (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- 257-303-24 VnJ ;TA 19+76.5 252.63 FS CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 WITH BLACK -- TRUNCATED DOMES PER SDRSD G-30, WIDTH=3' . >52.40 TIC 251.58 FL) ~� -- -R/W- ~~ - 257-303-23 -4 ��~� ��1 �� ]�-��j-^�� END O"CURB 242.77 TC/FS STA 13+16'.06 40.34 LT 242.82 FS 243.9 FS IA STA 13+48.77 242 77 FS 13-31 BEGIN 0" CURB i STAI 1 +40.05 STA 13+48.94 20.331T (4�OO'RT) 242.72 TC FS STA 4. MATCH EX. CUR k GUTTER 257-32 ] -39 � u ' AREA 5 SCALE: 1"=10' 10 SCALE: 1"=10 STA � 15 ~.^.6Q' n 0 CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS v DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) I C-4 C141 DRAWNG NO. 3 IN 87013'33" W TRUNCATED DOMES PER SDRSD G-JU, WlDTH=3 . . 192.04' ASPENGLOW DR \a/ CONSTRUCT 6 ,` CONCRETE SPEED TABLE PER DETAIL 5 ON SHEET 3. HORIZONTAL AS SHOWN VERTICAL AS SHOWN 14' TABLE SEE SECTION B-8 HEREON. INSTALL BLACK TRUNCATED DOMES ON 0088-SI Ln Lo '1� < c� SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD C-38 � (L�NCTH=1U` �IDTH�J`\ ` , ' CLEAR VALLEY /`^' (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. ~� -- -R/W- ~~ - 257-303-23 -4 ��~� ��1 �� ]�-��j-^�� END O"CURB 242.77 TC/FS STA 13+16'.06 40.34 LT 242.82 FS 243.9 FS IA STA 13+48.77 242 77 FS 13-31 BEGIN 0" CURB i STAI 1 +40.05 STA 13+48.94 20.331T (4�OO'RT) 242.72 TC FS STA 4. MATCH EX. CUR k GUTTER 257-32 ] -39 � u ' AREA 5 SCALE: 1"=10' 10 SCALE: 1"=10 STA � 15 ~.^.6Q' n CONSTRUCTION NOTES 0 CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS CURB DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA ILLIC4 0) co 00 mc) SPECIAL DISTRICT LENGTH G) I C-4 C141 DRAWNG NO. 3 IN 87013'33" W TRUNCATED DOMES PER SDRSD G-JU, WlDTH=3 . . 192.04' ASPENGLOW DR \a/ CONSTRUCT 6 ,` CONCRETE SPEED TABLE PER DETAIL 5 ON SHEET 3. HORIZONTAL AS SHOWN VERTICAL AS SHOWN 14' TABLE SEE SECTION B-8 HEREON. INSTALL BLACK TRUNCATED DOMES ON 0088-SI Ln Lo '1� < c� SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD C-38 � (L�NCTH=1U` �IDTH�J`\ ` , ' CLEAR VALLEY /`^' (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- VnJ CONSTRUCT 6 " CURB PER SDRSD G-1. \w/ CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 WITH BLACK -- TRUNCATED DOMES PER SDRSD G-30, WIDTH=3' . /�� yu/ INSTALL LANDSCAPING TO MATCH EXISTING ON HOMEOWNER'S ~^ PROPERTY PER SECTION 'C' OF SPECIAL PROVISIONS. EXTEND EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. CONSTRUCTION NOTES pLAN*/ms 0 mss/sw 0 oowSreuor/ow | �� 5V5OAV[NK}A[NC��AG� SUITE 260 �� | CARiDBAD. CALIFORNIA 92VV8-4JVV OF Ck | | CONSULTKN133 7oo47amms" FAX 7eou7mmno.vmmunnrcom � 20.18 T 243.03 TIC FS 0 CONSTRUCT G " ' TYPE G' CURB & GUTTER PER SDRSD C-2. RADIUS CURB DATA ADJUST EX. MANHOLE T0 FINISH GRADE. REFERENCES ID BEARING/DELTA CONSTRUCT PCC SURFACE PER SDRSD G-7' G-g' AND G-10. SPECIAL DISTRICT LENGTH G) CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G-27 WITH BLACK DRAWNG NO. 3 IN 87013'33" W TRUNCATED DOMES PER SDRSD G-JU, WlDTH=3 . . 192.04' ASPENGLOW DR \a/ CONSTRUCT 6 ,` CONCRETE SPEED TABLE PER DETAIL 5 ON SHEET 3. HORIZONTAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF TIMOTHV M: IHILLL `~ SEE SECTION B-8 HEREON. INSTALL BLACK TRUNCATED DOMES ON 0088-SI Ln Lo '1� < c� SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD C-38 � (L�NCTH=1U` �IDTH�J`\ ` , ' CLEAR VALLEY /`^' (�) CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET ]. NDALE RD= \// CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3. VALLEY xu \n� " , . CONSTRUCT 6 TYPE B-1 MEDIAN CURB PER SDRSD G-6. ---------- VnJ CONSTRUCT 6 " CURB PER SDRSD G-1. \w/ CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 WITH BLACK -- TRUNCATED DOMES PER SDRSD G-30, WIDTH=3' . /�� yu/ INSTALL LANDSCAPING TO MATCH EXISTING ON HOMEOWNER'S ~^ PROPERTY PER SECTION 'C' OF SPECIAL PROVISIONS. EXTEND EX. IRRIGATION PER CITY ENGINEER'S DIRECTION. �� \�� - - CONSTRUCT CONCRETE CROSS -GUTTER PER SDRSD � 72 . @/�� B ` CONSTRUCT TYPE 8-1 ' CURB INLET PER SDRSD D-2, LENGTH PER '/ ~^ PLAN. CONNECT TO EX. 24'' STORM DRAIN WITH 12`' PVC RISER. / INSTALL INLET FILTER AND MARKER PER PROJECT SPECIAL PROVISIONS. 243.74 TC) �� EXTEND EX. SIDEWALK UNDERURA[N PER SDRSD D-27. 8' CONSTRUCT CURB CHANNEL AT EX. INLET PER DETAIL 8 ON SHEET 3. END 6-CURB BLACK COLORED CONCRETE PAYING AT SPEED TABLE TRANSITIONS 246.06 |C/Fu ^- PER DETAIL 5 ON SHEET 3. REFER T0 DEMOLITION PLANS FOR DEPTH OF PAVEMENT REMOVAL & REPLACEMENT . �TA 1 BC � pLAN*/ms 0 mss/sw 0 oowSreuor/ow | �� 5V5OAV[NK}A[NC��AG� SUITE 260 �� | CARiDBAD. CALIFORNIA 92VV8-4JVV OF Ck | | CONSULTKN133 7oo47amms" FAX 7eou7mmno.vmmunnrcom � 20.18 T 243.03 TIC FS STREET (�DATA TABLE 0 BEARING/DELTA RADIUS CURB DATA TABLE REFERENCES ID BEARING/DELTA RADIUS SPECIAL DISTRICT LENGTH APPROVALS NOTE DRAWNG NO. 3 IN 87013'33" W -- 192.04' ASPENGLOW DR STATION NO. 1021 (ENC-21), A WELL MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE SPRIN S DRIVE PER ROS 18416. HORIZONTAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF TIMOTHV M: IHILLL RECOMMENDED APPROVED EDWARD DEANE, RCE 48971 RCE '30869 IMPROVEMENT PLAN FOR: AREA 3 - GARDENCIALE ROAD & ASPENGLOW DRIVE AREA 5 - GARDENDALE ROAD & CLEAR VALLEY ROAD GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL 0088-SI Ln Lo '1� < c� 19 N 03055'15" W 4.65' 6" CURIB/CHANNEL 27 00046'40" 304.00' 4.13' 6" MEDIAN CURB 29 00045'37" 296.00' 3.93' 6" MEDIAN CURB STREET (�DATA TABLE 0 BEARING/DELTA RADIUS LENGTH NOTE DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO. 3 IN 87013'33" W -- 192.04' ASPENGLOW DR STATION NO. 1021 (ENC-21), A WELL MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE SPRIN S DRIVE PER ROS 18416. HORIZONTAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF TIMOTHV M: IHILLL � � Of Ld CD Lo Ld ,P,VED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO. co 0 AS Suivr ! 92 4&A-o-v-4Jv 4 STATION NO. 1021 (ENC-21), A WELL MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE SPRIN S DRIVE PER ROS 18416. HORIZONTAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF TIMOTHV M: IHILLL RECOMMENDED APPROVED EDWARD DEANE, RCE 48971 RCE '30869 IMPROVEMENT PLAN FOR: AREA 3 - GARDENCIALE ROAD & ASPENGLOW DRIVE AREA 5 - GARDENDALE ROAD & CLEAR VALLEY ROAD GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL 0088-SI Ln Lo '1� < c� X W( S U( Hf �i U F f I� TOP F CUR ( TY ) 0 + 04 I ! 0.50 6X `EX GROU D 0 ACE 0 R RAMP FS TYP) PR (P. CURB (T P) 4 1 "�1' MATCH EX. CURB Be GUTTER 3 Of M 3 q o 2 q 246.57 TC 20 .69 es 7 _ W w 7 y�II o 1 1 246.72 FS 14.98 LT48 PRC 1 "I L U � �� STA 17'RT 7 PRC 1 + Lt.l ° °' 1 246 z / i . ° ' � d� 2 z6 FS T PRC 246. s1 F-s �1 o o ` `H I ^I 1 ! 12 MATCH EX. CURB & GUTTER - a000 a 24' 0 00 STA 16 +43.61 BCR 19.92 RT / / 4'0 o Q 4 ( 246.33 TC) - - .- R/W i 2 .45 FS o - ( 246.09 F s ,i 246.49 FS - 246.53 245.74 FS A\cy. 3 10 22 245.52 FL. t 2 45.31 FL ' 3 <_ -- �_ o +oo - 0 +20 - - v o 0 +50, _ 0 - W W w- W- W TA 16 +0 .45 ° / \ STA 16 +04.44 �� 4 0.09'RT jAg35+7 98 ql TA 15 +5 /75 iD� 1.83'RT 246.27 TC 3.00'LT TA 16 +22.71 a 246.44 TC 5 246.17 TC 246.18 TC A J J / -A S 2 2� J 246.57-TC / 16 6 - 71 >p, 45.93 S - -- --- R /W - -- sa� 8 0 09 T 97 0I I 8 rT�A 15 +5 .75 246.00 TC 3 0'LT 245.68 TC TA 16 +02. ° 17.97'LT o ` -9AR A7 Tr 9 246.08 TC HP TA 15+79. Or 0I _ 53 - -- -" 16.01 'LT) - 245.68 TIC ,.STA 15 +79.45w, 17 17.94'LT 245.60 TIC AREA 4 SCALE: 1"=10' of a_ fA 15 +48.10 PRC 17.04'RT) 45.54 TC -R /W - - 245.63 FS i REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE AREA 4 MEDIAN 2/14/13 STATION NO. 1021 (ENC -21), A WELL AS 6UII,T MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLOW VERTICAL AS SHOWN SPRINGS DRIVE PER ROS 18416. ELEVATION 264.323 - DATUM: NAVD88 a--...-- MATCH EX. CURB & GUTTER TA 15 +37.43 ECR 20.09'RT) q 0 9 ° t " - - CONSTRUCTION NOTES wr a PVC UN RAI x� O1 CONSTRUCT 6" TYPE 'G' CURB & GUTTER PER SDRSD CDC 0 N G -2. L O ADJUST EX. MANHOLE TO FINISH GRADE. 0.81 ( CONSTRUCT PCC SURFACE PER SDRSD G -7, G -9, AND G-10. ~I O4 CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH BLACK TRUNCATED DOMES PER SDRSD G -30, WIDTH-3 . CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON - -- SHEET 3. ® CONSTRUCT 4" MODIFIED TYPE '8 -1' MEDIAN CURB PER SDRSD G -6 PER DETAIL 1 ON SHEET 3. U9 CONSTRUCT 6" TYPE 'B -1' MEDIAN CURB PER SDRSD G -6. Ln Lo 12 INSTALL LANDSCAPING TO MATCH EXISTING ON - - w <11): HOMEOWNER'S PROPERTY PER SECTION 'C' OF SPECIAL FILE _- _ __! CL cn 4j PROVISIONS. EXTEND EX. IRRIGATION PER CITY R ENGINEER'S DIRECTION. UM ` R UU p,, � 13 CONSTRUCT CONCRETE CROSS- GUTTER PER SDRSD G -12. - - -- - -- Z. 1" 10 15 OVERLAY ASPHALT TO FINISH GRADE. 1" 1' 17 INSTALL MEDIAN LANDSCAPING PER SECTION 'C' OF SPECIAL PROVISIONS. 19 ADJUST EX. WATER VALVE TO FINISH GRADE. O EXTEND EX. SIDEWALK UNDERDRAIN PER SDRSD D -27. o 257 - 321 -40 / R /W-- -- -- 7 - D D ±,-7 _ GARDENDALE RD o STA 10 +51.13 2.16'LT STA 1.63 2.02'LT STA 10 +38.13 (1.89 LT I-- 2241507TFS) 7 22416010TFS) 224196 46TFS) ) -_ \! S S+ E • .,:E S E S :. S g , S E c E -- S -- - -J s_ -._ ---- __..__ C EE _E�� • � � � � E � �� E E E - �- Z E E E E E E/'� E E', E E E E E E E E E E E E 17 E E E E E E E QII E E E E.,- . _E -. �, / E E E E E E E E E E E E E E E Z ' _ J I + 4 9 ST .11RT c,- O W W - -Vj -'- 41.64 TC W - W -- 7 41.92 TC W V ✓- , - - -- 2(241.14 FS) 2(241.42 FS) `r STA 10 +94.60 4.98'RT 241.12 T FS) ___ -- -241 -- - o CC P mrv�z_ v D g n /.►- -- -- -- - - R /W -- -- -- 257-321-51 10 20 SCALE: 1"=10' SPECIAL DISTRICT ° D AREA 6 SCALE: 1"=10' CURB DATA TABLE I@ BEARING /DELTA RADIUS LENGTH NOTE 1 186 °16'38" 1.00' 3.26' 4" CURB 2 29 °35'31" 37.00' 19.11' 4" CURB 3 29 035131" 39.00' 20.14' 4" CURB 4 175 °29'08" 1.00' 3.07' 4" CURB 5 180 °59'12" 1.00' 3.16' 4" CURB 6 29 °31'51" 37.00' 19.07' 4" CURB 7 170 °55'54" 1.00' 2.99' 4" CURB 8 29 °32'02" 39.00' 20.10' 4" CURB 9 158 008'18" 1.00' 2.76' 6" MEDIAN CURB 10 59 °47'11" 23.54' 24.56' 6" MEDIAN CURB 11 157 046'07" 1.00' 2.75' 6" MEDIAN CURB 12 31 028'04" 20.00' 10.98' 6" CURB & GUTTER 13 153 °12'28" 20.00' 53.48' 6" CURB & GUTTER 14 31 °12'12" 20.00' 10.89' 6" CURB & GUTTER 15 32 °55'53" 20.00' 11.50' 6" CURB & GUTTER 16 154 °13'32" 20.00' 53.83' 6" CURB & GUTTER 17 32 °12'38" 20.00' 11.24' 6" CURB & GUTTER 18 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 19 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 20 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 21 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 22 N 26 °34'47" W -- 22.71' 6" MEDIAN CURB STREET q DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N 63 032'22" E -- 164.93' VILLAGE CENTER DR 2 N 26 °30'02" IN -- 380.08' GARDENDALE RD 3 N 02 °02'00" W -- 266.78' GARDENDALE RD PLANNING ■ DESIGN ■ CONSTRUCTION m c No.C60283 >; 5050 AVENIDA ENCINAS, SUITE 260 'fF Of C �V� • • ■ CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 ° FAX 760.476.9198 ° www.RBF-com APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: - • ry • ' I \ AREA 4 - GARDENDALE ROAD & VILLAGE CENTER DRIVE :Y' BY: y BY. ICJ AREA 6 - GARDENDALE ROAD & MOUNTAIN VISTA DRIVE 0088-SI ENGINEER: TIMOTHY I . THIELE DATE: • ® ®/ EDWARD DEANE, RCE 48971 GREG SHIE S, RCE 30869 GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL R.C.E. NO. 60283 EXP. 6/30/14 DATE: Z• /9• /3 DATE: • WORK PROJECT NO. CMS12F SHEET 8 OF 14 E d N M r� N o- w z w 3 0 0 0 w 0 rl i r / w 0 / J 0 / 0 z a q U r 0 0 Lo Lo / a a 0 a LE 71 >p, 45.93 S - -- --- R /W - -- sa� 8 0 09 T 97 0I I 8 rT�A 15 +5 .75 246.00 TC 3 0'LT 245.68 TC TA 16 +02. ° 17.97'LT o ` -9AR A7 Tr 9 246.08 TC HP TA 15+79. Or 0I _ 53 - -- -" 16.01 'LT) - 245.68 TIC ,.STA 15 +79.45w, 17 17.94'LT 245.60 TIC AREA 4 SCALE: 1"=10' of a_ fA 15 +48.10 PRC 17.04'RT) 45.54 TC -R /W - - 245.63 FS i REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK SCALE AREA 4 MEDIAN 2/14/13 STATION NO. 1021 (ENC -21), A WELL AS 6UII,T MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLOW VERTICAL AS SHOWN SPRINGS DRIVE PER ROS 18416. ELEVATION 264.323 - DATUM: NAVD88 a--...-- MATCH EX. CURB & GUTTER TA 15 +37.43 ECR 20.09'RT) q 0 9 ° t " - - CONSTRUCTION NOTES wr a PVC UN RAI x� O1 CONSTRUCT 6" TYPE 'G' CURB & GUTTER PER SDRSD CDC 0 N G -2. L O ADJUST EX. MANHOLE TO FINISH GRADE. 0.81 ( CONSTRUCT PCC SURFACE PER SDRSD G -7, G -9, AND G-10. ~I O4 CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH BLACK TRUNCATED DOMES PER SDRSD G -30, WIDTH-3 . CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON - -- SHEET 3. ® CONSTRUCT 4" MODIFIED TYPE '8 -1' MEDIAN CURB PER SDRSD G -6 PER DETAIL 1 ON SHEET 3. U9 CONSTRUCT 6" TYPE 'B -1' MEDIAN CURB PER SDRSD G -6. Ln Lo 12 INSTALL LANDSCAPING TO MATCH EXISTING ON - - w <11): HOMEOWNER'S PROPERTY PER SECTION 'C' OF SPECIAL FILE _- _ __! CL cn 4j PROVISIONS. EXTEND EX. IRRIGATION PER CITY R ENGINEER'S DIRECTION. UM ` R UU p,, � 13 CONSTRUCT CONCRETE CROSS- GUTTER PER SDRSD G -12. - - -- - -- Z. 1" 10 15 OVERLAY ASPHALT TO FINISH GRADE. 1" 1' 17 INSTALL MEDIAN LANDSCAPING PER SECTION 'C' OF SPECIAL PROVISIONS. 19 ADJUST EX. WATER VALVE TO FINISH GRADE. O EXTEND EX. SIDEWALK UNDERDRAIN PER SDRSD D -27. o 257 - 321 -40 / R /W-- -- -- 7 - D D ±,-7 _ GARDENDALE RD o STA 10 +51.13 2.16'LT STA 1.63 2.02'LT STA 10 +38.13 (1.89 LT I-- 2241507TFS) 7 22416010TFS) 224196 46TFS) ) -_ \! S S+ E • .,:E S E S :. S g , S E c E -- S -- - -J s_ -._ ---- __..__ C EE _E�� • � � � � E � �� E E E - �- Z E E E E E E/'� E E', E E E E E E E E E E E E 17 E E E E E E E QII E E E E.,- . _E -. �, / E E E E E E E E E E E E E E E Z ' _ J I + 4 9 ST .11RT c,- O W W - -Vj -'- 41.64 TC W - W -- 7 41.92 TC W V ✓- , - - -- 2(241.14 FS) 2(241.42 FS) `r STA 10 +94.60 4.98'RT 241.12 T FS) ___ -- -241 -- - o CC P mrv�z_ v D g n /.►- -- -- -- - - R /W -- -- -- 257-321-51 10 20 SCALE: 1"=10' SPECIAL DISTRICT ° D AREA 6 SCALE: 1"=10' CURB DATA TABLE I@ BEARING /DELTA RADIUS LENGTH NOTE 1 186 °16'38" 1.00' 3.26' 4" CURB 2 29 °35'31" 37.00' 19.11' 4" CURB 3 29 035131" 39.00' 20.14' 4" CURB 4 175 °29'08" 1.00' 3.07' 4" CURB 5 180 °59'12" 1.00' 3.16' 4" CURB 6 29 °31'51" 37.00' 19.07' 4" CURB 7 170 °55'54" 1.00' 2.99' 4" CURB 8 29 °32'02" 39.00' 20.10' 4" CURB 9 158 008'18" 1.00' 2.76' 6" MEDIAN CURB 10 59 °47'11" 23.54' 24.56' 6" MEDIAN CURB 11 157 046'07" 1.00' 2.75' 6" MEDIAN CURB 12 31 028'04" 20.00' 10.98' 6" CURB & GUTTER 13 153 °12'28" 20.00' 53.48' 6" CURB & GUTTER 14 31 °12'12" 20.00' 10.89' 6" CURB & GUTTER 15 32 °55'53" 20.00' 11.50' 6" CURB & GUTTER 16 154 °13'32" 20.00' 53.83' 6" CURB & GUTTER 17 32 °12'38" 20.00' 11.24' 6" CURB & GUTTER 18 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 19 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 20 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 21 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 22 N 26 °34'47" W -- 22.71' 6" MEDIAN CURB STREET q DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N 63 032'22" E -- 164.93' VILLAGE CENTER DR 2 N 26 °30'02" IN -- 380.08' GARDENDALE RD 3 N 02 °02'00" W -- 266.78' GARDENDALE RD PLANNING ■ DESIGN ■ CONSTRUCTION m c No.C60283 >; 5050 AVENIDA ENCINAS, SUITE 260 'fF Of C �V� • • ■ CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 ° FAX 760.476.9198 ° www.RBF-com APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: - • ry • ' I \ AREA 4 - GARDENDALE ROAD & VILLAGE CENTER DRIVE :Y' BY: y BY. ICJ AREA 6 - GARDENDALE ROAD & MOUNTAIN VISTA DRIVE 0088-SI ENGINEER: TIMOTHY I . THIELE DATE: • ® ®/ EDWARD DEANE, RCE 48971 GREG SHIE S, RCE 30869 GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL R.C.E. NO. 60283 EXP. 6/30/14 DATE: Z• /9• /3 DATE: • WORK PROJECT NO. CMS12F SHEET 8 OF 14 E d N M r� N o- w z w 3 0 0 0 w 0 rl i r / w 0 / J 0 / 0 z a q U r 0 0 Lo Lo / a a 0 a LE o 257 - 321 -40 / R /W-- -- -- 7 - D D ±,-7 _ GARDENDALE RD o STA 10 +51.13 2.16'LT STA 1.63 2.02'LT STA 10 +38.13 (1.89 LT I-- 2241507TFS) 7 22416010TFS) 224196 46TFS) ) -_ \! S S+ E • .,:E S E S :. S g , S E c E -- S -- - -J s_ -._ ---- __..__ C EE _E�� • � � � � E � �� E E E - �- Z E E E E E E/'� E E', E E E E E E E E E E E E 17 E E E E E E E QII E E E E.,- . _E -. �, / E E E E E E E E E E E E E E E Z ' _ J I + 4 9 ST .11RT c,- O W W - -Vj -'- 41.64 TC W - W -- 7 41.92 TC W V ✓- , - - -- 2(241.14 FS) 2(241.42 FS) `r STA 10 +94.60 4.98'RT 241.12 T FS) ___ -- -241 -- - o CC P mrv�z_ v D g n /.►- -- -- -- - - R /W -- -- -- 257-321-51 10 20 SCALE: 1"=10' SPECIAL DISTRICT ° D AREA 6 SCALE: 1"=10' CURB DATA TABLE I@ BEARING /DELTA RADIUS LENGTH NOTE 1 186 °16'38" 1.00' 3.26' 4" CURB 2 29 °35'31" 37.00' 19.11' 4" CURB 3 29 035131" 39.00' 20.14' 4" CURB 4 175 °29'08" 1.00' 3.07' 4" CURB 5 180 °59'12" 1.00' 3.16' 4" CURB 6 29 °31'51" 37.00' 19.07' 4" CURB 7 170 °55'54" 1.00' 2.99' 4" CURB 8 29 °32'02" 39.00' 20.10' 4" CURB 9 158 008'18" 1.00' 2.76' 6" MEDIAN CURB 10 59 °47'11" 23.54' 24.56' 6" MEDIAN CURB 11 157 046'07" 1.00' 2.75' 6" MEDIAN CURB 12 31 028'04" 20.00' 10.98' 6" CURB & GUTTER 13 153 °12'28" 20.00' 53.48' 6" CURB & GUTTER 14 31 °12'12" 20.00' 10.89' 6" CURB & GUTTER 15 32 °55'53" 20.00' 11.50' 6" CURB & GUTTER 16 154 °13'32" 20.00' 53.83' 6" CURB & GUTTER 17 32 °12'38" 20.00' 11.24' 6" CURB & GUTTER 18 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 19 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 20 180 000'00" 3.50' 11.00' 6" MEDIAN CURB 21 N 01 °51'27" W -- 87.00' 6" MEDIAN CURB 22 N 26 °34'47" W -- 22.71' 6" MEDIAN CURB STREET q DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N 63 032'22" E -- 164.93' VILLAGE CENTER DR 2 N 26 °30'02" IN -- 380.08' GARDENDALE RD 3 N 02 °02'00" W -- 266.78' GARDENDALE RD PLANNING ■ DESIGN ■ CONSTRUCTION m c No.C60283 >; 5050 AVENIDA ENCINAS, SUITE 260 'fF Of C �V� • • ■ CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 ° FAX 760.476.9198 ° www.RBF-com APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: - • ry • ' I \ AREA 4 - GARDENDALE ROAD & VILLAGE CENTER DRIVE :Y' BY: y BY. ICJ AREA 6 - GARDENDALE ROAD & MOUNTAIN VISTA DRIVE 0088-SI ENGINEER: TIMOTHY I . THIELE DATE: • ® ®/ EDWARD DEANE, RCE 48971 GREG SHIE S, RCE 30869 GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL R.C.E. NO. 60283 EXP. 6/30/14 DATE: Z• /9• /3 DATE: • WORK PROJECT NO. CMS12F SHEET 8 OF 14 E d N M r� N o- w z w 3 0 0 0 w 0 rl i r / w 0 / J 0 / 0 z a q U r 0 0 Lo Lo / a a 0 a LE STREET q DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N 63 032'22" E -- 164.93' VILLAGE CENTER DR 2 N 26 °30'02" IN -- 380.08' GARDENDALE RD 3 N 02 °02'00" W -- 266.78' GARDENDALE RD PLANNING ■ DESIGN ■ CONSTRUCTION m c No.C60283 >; 5050 AVENIDA ENCINAS, SUITE 260 'fF Of C �V� • • ■ CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 ° FAX 760.476.9198 ° www.RBF-com APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: - • ry • ' I \ AREA 4 - GARDENDALE ROAD & VILLAGE CENTER DRIVE :Y' BY: y BY. ICJ AREA 6 - GARDENDALE ROAD & MOUNTAIN VISTA DRIVE 0088-SI ENGINEER: TIMOTHY I . THIELE DATE: • ® ®/ EDWARD DEANE, RCE 48971 GREG SHIE S, RCE 30869 GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL R.C.E. NO. 60283 EXP. 6/30/14 DATE: Z• /9• /3 DATE: • WORK PROJECT NO. CMS12F SHEET 8 OF 14 E d N M r� N o- w z w 3 0 0 0 w 0 rl i r / w 0 / J 0 / 0 z a q U r 0 0 Lo Lo / a a 0 a LE PLANNING ■ DESIGN ■ CONSTRUCTION m c No.C60283 >; 5050 AVENIDA ENCINAS, SUITE 260 'fF Of C �V� • • ■ CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 ° FAX 760.476.9198 ° www.RBF-com APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: - • ry • ' I \ AREA 4 - GARDENDALE ROAD & VILLAGE CENTER DRIVE :Y' BY: y BY. ICJ AREA 6 - GARDENDALE ROAD & MOUNTAIN VISTA DRIVE 0088-SI ENGINEER: TIMOTHY I . THIELE DATE: • ® ®/ EDWARD DEANE, RCE 48971 GREG SHIE S, RCE 30869 GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL R.C.E. NO. 60283 EXP. 6/30/14 DATE: Z• /9• /3 DATE: • WORK PROJECT NO. CMS12F SHEET 8 OF 14 E d N M r� N o- w z w 3 0 0 0 w 0 rl i r / w 0 / J 0 / 0 z a q U r 0 0 Lo Lo / a a 0 a LE U i i U U I IF j H __ _.__. O w °o m ic! 10' !� m 45% 0 IN 1_83% 1 " =1 _R /W� _ a --- 256.89 FS 3 24 _ MATCH EX. CURB --�._- 24 STA 9 +58.21 (17.97'LT)'�"` SPLITRAIL DID 256.76 TC) 6 256.29 FL) - -- STA 9 +58.21 (16.03'LT) BC SPLITRAIL DR 256.79 TC 10 Q ° STA 9+62.43 (12.00'LT) PCC SPLITRAIL DR 256.90 TC 2 c C STA 9+60.77 12.00'RT) PRI SPLITRAIL D / 256.91 TC 1 _-1 / STA 9 +58.186 (m13`. 94_' RT ) �J SPLITRAIL DR 256.83 TC _R /W 0 256.72 TC A 256.94 FS � 256.84 FS Y • (TYI1 ) MATCH EX. CURB _ RIM _STA 9 +83.76 (17.85'LT)_ 69 FS SPLITRAIL DR 256.59 TC� t 255.99 FL a < 7256.60TC 1 69'LT) EC 10 Lr) PCC SPLITRAIL DR 27 256.63 TC STA 10 +00.00 SPLITRAIL OR= S STA 10 +00.00 ASPENGLOW DR _ 1 MATCH EX. CURB & GUTTER $TA 10 +49. @9 ECR A 9 +71.07 (12'00'RT) PRC U�JS2,p5M AIL DR TC BEGIN C &G 1Q STA 9 +80.88 f15.02'RT 4 v 257.08 JFS (256. Z� 257- 340 -4 �.. . o STA 10 +39.10 (14.83'RT) PRC 1 p,o ASPENGLOW DR 256.40 TC 256.25 FS STA 10 +50.11 (18.20'RT ECR l ASPENGLOW DR a {256.17 TC a y 24' 18.38 RT 257.8 TC • ", T' 257.01 FS v�. STA 10 +40.81 (13.89'LT) BC ASPENGLOW DR t 256.69 TIC 256.56 FS ) 257-340- q 1 9 �'I I STA 10 +50.69 (17.391T) EC -- 1 ' - -- • ° A ASPENGLOW DR --- - -256.38 TC 4 k 256.3 FS ° MATCH EX. CURB & GUTTER 1 STA _10 +57.42_(18.44'LT) BCR d a � d AREA 7 SCALE: 1 " =10' 10 5 0 10 SCALE: I"=10 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS utLT - REV15E STATION NO. 1021 (ENC -21), A WELL STORM DILA1t4 MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE HORIZONTAL AS SHOWN 340 FEET SOUTHWEST OF WILLOW VERTICAL AS SHOWN SPRINGS DRIVE PER ROS 18416. ELEVATION 264.323 - DATUM: NAVD88 SPECIAL DISTRICT OP oP, CURBi(TYP i� 1.06 (fYP) 17 =1 Q IN 75 1u7 I z. 11" =10' CONSTRUCTION NOTES ® BEARING /DELTA i _.._+ CONSTRUCT 6" TYPE 'G' CURB & GUTTER PER SDRSD G -2. 1 26 °44'41" O] N BEARING /DELTA O ADJUST EX. MANHOLE TO FINISH GRADE.USE SLOPE ADJUSTMENT RING AS NECESSARY. - SPEED -_. _ i TALE i 200.00' 20.00' ASPENGLOW DR 12.19' 1.�16X CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH BLACK & GUTTER -- - -i - (01 75 1u7 I z. 11" =10' CONSTRUCTION NOTES STREET q DATA TABLE ® BEARING /DELTA CURB O1 CONSTRUCT 6" TYPE 'G' CURB & GUTTER PER SDRSD G -2. 1 26 °44'41" ® BEARING /DELTA O ADJUST EX. MANHOLE TO FINISH GRADE.USE SLOPE ADJUSTMENT RING AS NECESSARY. LENGTH -- { I 1 O3 CONSTRUCT PCC SURFACE PER SDRSD G -7, G -9, AND G -10. 200.00' 20.00' ASPENGLOW DR 12.19' ® CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH BLACK & GUTTER 2 143 013'43" TRUNCATED DOMES PER SDRSD G -30, WIDTH =3'. j^ 50.00' 6" CURB & GUTTER 3 J ^ W -- ® CONSTRUCT 6" CONCRETE SPEED TABLE PER DETAIL 5 ON SHEET 3. JCN(Di - - -� - -- - -- SEE SECTION C -C HEREON. INSTALL BLACK TRUNCATED DOMES ON frn N I 6.24' 6" SIDEWALKS ADJACENT TO SPEED TABLE PER SDRSD G -30 (LENGTH =10', & GUTTER 5 36 005'05" WIDTH =3'). 12.60' 6" CURB © CONSTRUCT CURB CHANNEL PER DETAIL 2 ON SHEET 3. 113 003'55" 20.00' 28.65' CONSTRUCT FULL DEPTH AC PAVEMENT PER DETAIL 3 ON SHEET 3 CURB & GUTTER 7 01 °58'02" 312.00' 10.71' 10 CONSTRUCT 6" CURB PER SDRSD G -1. 8 88 °10'16" 12 INSTALL LANDSCAPING TO MATCH EXISTING ON HOMEOWNER'S PROPERTY 3.08' 6" CURB 9 PER SECTION 'C' OF SPECIAL PROVISIONS. EXTEND EX. IRRIGATION 31 016'06" W j 4.47' PER CITY ENGINEER'S DIRECTION. 6" i t - - -- 32 °36'29° ER BRSH 9 9. -- 2.17' o CONSTRUCT MODIFIED TYPE 'A -I' CuR6 INLET PER SDRSD p -1. 11 85 °57'43" 4.00' 6.00' 6" CURB 24 CONSTRUCT CURB CHANNEL AT EX. INLET PER DETAIL 6 ON SHEET 3. 03 013'52" - - -- + -- -- - 27 BLACK COLORED CONCRETE PAVING AT SPEED TABLE TRANSITIONS PER 6" CURB 13 90 048'25" DETAIL 5 ON SHEET 3. REFER TO DEMOLITION PLANS FOR DEPTH OF E 6.34' I 6" PAVEMENT REMOVAL & REPLACEMENT. 14 N 32 036'29" W -- STREET q DATA TABLE ® BEARING /DELTA CURB DATA TABLE 1 26 °44'41" ® BEARING /DELTA RADIUS 2 LENGTH -- NOTE 1 3 34 055'35" 200.00' 20.00' ASPENGLOW DR 12.19' 6" CURB & GUTTER 2 143 013'43" 20.00' 50.00' 6" CURB & GUTTER 3 N 67 009'18" W -- 9.76' 6" CURB & GUTTER 4 17 °52'08" 20.00' 6.24' 6" CURB & GUTTER 5 36 005'05" 20.00' 12.60' 6" CURB & GUTTER 6 113 003'55" 20.00' 28.65' 6" CURB & GUTTER 7 01 °58'02" 312.00' 10.71' 6" CURB 8 88 °10'16" 2.00' 3.08' 6" CURB 9 N 31 016'06" W -- 4.47' 6" CURB 10 N 32 °36'29° W -- 2.17' 6" CURB 11 85 °57'43" 4.00' 6.00' 6" CURB 12 03 013'52" 288.00 16.24' 6" CURB 13 90 048'25" 4.00' 6.34' 6" CURB 14 N 32 036'29" W -- 1.94' 6" CURB 15 113`03'55" 20.00' 10.82' 6" CURB STREET q DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 26 °44'41" 300.00' 140.04' SPLITRAIL DR 2 N 40 °35'23" W -- 26.44' ASPENGLOW DR 3 46 °38'10" 200.00' 162.79' ASPENGLOW DR 0 M N 0 N 0 Li z Li 0 0 c� I 0 I I � STORM DRAIN DATA TABLE w 'o ppEESS1p a BEARING /DELTA SLOPE LENGTH NOTE N 14'51''64" W _ 31.34' 18" RCP ,yr� f� o g PLAN NING ■ DESIGN ■ CONSTRUCTION Q No.C60283 z Q * * % J} 5050 AVENIDA ENCINAS, SUITE 260 a OF C AUEp� ■ fw CARLSBAD, CALIFORNIA 92008 -4386 C Q N S I I LT I N IB 76Q4763193 " FAX 760.476.9198 • wwwRBF.com U APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. a O PLANS PREPARED UNDER SUPERVISION OF RECO MENDED APPROVED IMPROVEMENT PLAN FOR: �f3 Ln AREA 7 - ASPENGLOW DRIVE & SPLITRAIL DRIVE 0088 - SI Q ENGINEER: DATE: J /�-/7�� BY. BY: GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL TIM 1HIELE EDWARD DEANE, RCE 48971 GR_G SHI RCE 30869 R.C.E. NO. 60283 EXP. 6/30/14 DATE: .; o�� _.� DATE: F b i "t WORK PROJECT NO. CMS12F SHEET 9 OF 14 N O N O Of W Z W ol C: W11 -2 W13- 1(15) (J W16 -7p i\ 55 - \ W11 -2 IS W13 -1(15) / W16 -7p i i viC ;\ tJ ,� x�0 R1 -1 SNS cry 51 -1 W13 -1(15) W16 -7p r � l 1 I I 3 ' N � I 0 I �I , I Q I 1 �11 ( I 3 SA 0 S1 -1 W13 -1(15) W16 -7p TO \,\ � R1 -1 �t..� SNS - — R/W - - 21_ —40 36, 22 —I -- R /W -- -- -- -- GARDENDALE RD LEGEND AND CONSTRUCTION NOTES O1 INSTALL YELLOW MEDIAN STRIPING PER CALTRANS STD. PLAN A20B, DETAIL 29. tJ2 12" WHITE CROSSWALK PER CALTRANS STD. PLAN A24E. O INSTALL YELLOW PAINT TO MEDIAN NOSE. ® 12" YELLOW CROSSWALK PER CALTRANS STD. PLAN A24E. Q INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. Q EXISTING TO REMAIN. % IS FURNISH AND INSTALL SIGNS) AS NOTED. FROM RL RELOCATE EXISTING SIGN PANEL. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. b EXISTING SIGN (ONE POST) F NEW /RELOCATED SIGN (ONE POST) 12' EXISTING LANE DIMENSION SNS STREET NAME SIGN jjUP INSTALL "STOP" PAVEMENT LEGEND PER CALTRANS STD. A24D. i INSTALL 12" WHITE CHEVRON PAVEMENT MARKING PER CALIFORNIA MUTCD FIG 313-30. NOTE: 1. ALL PAINT ON CONCRETE PORTIONS OF SPEED TABLE AND CROSS- GUTTERS SHALL BE STANDARD TRAFFIC PAINT. WI1- W13 -1(15 IS W16 -7p R26(CA) 2 R81B(CA) - - - - - _ IS R26(CA) - -- - - -- - _`R /W_ 23 - - 24 - -40' 1 25 26 J Y o� = I 1 �I W11 -2 SIGNING AND STRIPING NOTES: 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS: A. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) B. CALTRANS STANDARD SPECIFICATIONS C. CITY OF ENCINITAS STANDARD DRAWINGS 3. ALL SIGNING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE. 4. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN THE FIELD. 5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. ALL NEW SIGNS SHALL HAVE DG3 SHEETING. 6, ALL LIMIT LINE /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC EXCEPT FOR PAINT ON CONCRETE PORTIONS OF THE SPEED TABLE AND CROSS- GUTTER WHICH SHALL BE STANDARD TRAFFIC PAINT. 7. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. SIGN LEGEND STOP < A > D W R1 -1 R4 -7 TYPE N (CA) W11 -2 W16 -7p S1 -1 ® PARKING TRAFFIC ANY CALMED nME MPH AREA R3 -2 R6 -1 (R) R26 (CA) W13 -1(15) SPECIAL SIGN "A" BEGIN END R81A (CA) R81B (CA) A IS W13 -105) R /W` •► E l \�P W 16 -7p TO t Of m of t � Q 1 5 SNS SPECIAL SIGN "A" t i R26(CA) IS IS R26(CA) �Z r' R81A(CA) `V 36 i R6 -11 E 3 1 i E RI-1 TYPE N (CA) IS t SNS 2 / E R1 -1 W E R3 -2 15', t 1 E R1 -1 01- _ 10' RP 81 15' 28 ` A PLANNING ■ DESIGN ■ CONSTRUCTION � m a No.C60283 40 20 0 40 80 120 z * * Q 5050 AVENIDA ENCINAS, SUITE 260 p lF Of C t``ED m pw CARLSBAD, CALIFORNIA 92008 -4386 SCALE: 1"=40' ° C O N S U LT t N G 760.4769193 • FAX 760.476.9198 • www.RBF_com U REVISIONS AP VED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. o 0 ASSUILT STATION NO. 1021 (ENC -21), A WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SIGNING AND STRIPING PLAN FOR: L0 m2o2h MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN / PARK WAY AT A BEGINNING OF CURVE 0088 -SI Q 340 FEET SOUTHWEST OF WILLOW ENGINEER:!1 �/ DATE: 1(> 1 ? -1� BY. .� 8 BY: e GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL Q SPRINGS DRIVE PER ROS 18416. VERTICAL AS SHOWN TT OTHY M. THIELE EDWARD DEANE, RCE 48971 GREO SHIEIhA, RICE 30869 0 ELEVATION 264.323 - DATUM: NAVD88 R.C.E. NO. 60283 EXP. 6/30/14 DATE: /d • / 9 • / Z DATE: /(p • 2� /L WORK PROJECT NO . CMS 12F SHEET 11 OF 14 � IS W13 -105) R /W` •► E l \�P W 16 -7p TO 40' RP 1 40' 3 R1 -1 1 5 SNS IS R26(CA) `V 36 i R6 -11 E 3 1 o ctf I W I ' o I t t � CD o 0 i SCALE: 1"°40' w O 0_ n J D PLANNING ■ DESIGN ■ CONSTRUCTION � m a No.C60283 40 20 0 40 80 120 z * * Q 5050 AVENIDA ENCINAS, SUITE 260 p lF Of C t``ED m pw CARLSBAD, CALIFORNIA 92008 -4386 SCALE: 1"=40' ° C O N S U LT t N G 760.4769193 • FAX 760.476.9198 • www.RBF_com U REVISIONS AP VED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. o 0 ASSUILT STATION NO. 1021 (ENC -21), A WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SIGNING AND STRIPING PLAN FOR: L0 m2o2h MONUMENT ON CENTERLINE OF VILLAGE HORIZONTAL AS SHOWN / PARK WAY AT A BEGINNING OF CURVE 0088 -SI Q 340 FEET SOUTHWEST OF WILLOW ENGINEER:!1 �/ DATE: 1(> 1 ? -1� BY. .� 8 BY: e GARDENDALE ROAD TRAFFIC CALMING/SAFE ROUTE TO SCHOOL Q SPRINGS DRIVE PER ROS 18416. VERTICAL AS SHOWN TT OTHY M. THIELE EDWARD DEANE, RCE 48971 GREO SHIEIhA, RICE 30869 0 ELEVATION 264.323 - DATUM: NAVD88 R.C.E. NO. 60283 EXP. 6/30/14 DATE: /d • / 9 • / Z DATE: /(p • 2� /L WORK PROJECT NO . CMS 12F SHEET 11 OF 14 � LEGEND AND CONSTRUCTION NOTES 0 INSTALL YELLOW MEDIAN STRIPING PER CALTRANS STD. PLAN A206, DETAIL 29. Q 12" WHITE CROSSWALK PER CALTRANS STD. PLAN A24E. Q3 INSTALL YELLOW PAINT TO MEDIAN NOSE. ® INSTALL DOUBLE YELLOW STRIPING PER CALTRANS STD. PLAN A208, DETAIL 22. Q5 INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. FE EXISTING TO REMAIN. TO IS FURNISH AND INSTALL SIGNS) AS NOTED. NOTE. FRO�n. RL RELOCATE EXISTING SIGN PANEL. Rp REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW 1. FOR SIGNING AND STRIPING NOTES, SEE SHEET 11. O AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. s EXISTING SIGN (ONE POST) F NEW /RELOCATED SIGN (ONE POST) MESS. 12' EXISTING LANE DIMENSION SNS STREET NAME SIGN SIj INSTALL "STOP" PAVEMENT LEGEND PER CALTRANS STD. A24D. SIGN LEGEND STOP A oc R1 -1 R4 -7 TYPE N (CA) W11 -2 W16 -7p W1 -8 PETIME TRAFFIC 15 CALMED END AREA MPH BEGIN R26(CA) R81A (CA) R81B (CA) SPECIAL SIGN "A'• W13 -1(15) W6 -1 PLANNING ■ DESIGN ■ CONSTRUCTION y m a No.C60283 40 20 0 40 80 120 .Pl' C 1 V 1� �y�! 0 5050 AVENIDA ENCINAS, SUITE 260 if Of C �t CARLSBAD, CALIFORNIA 92008 -4386 SCALE: 1 "=40' C O N S LI LT I N G 760.476.9193 • FAX 760.476.9198 - www.RBF.com L911 R4 -7C REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 1 AREA 4 MEDIAN SIGNS 2 14 3 STATION NO. 1021 (ENC -21), A WELL MONUMENT ON CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE PER ROS 18416. ELEVATION 264.323 - DATUM: NAVD88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN I PLANS PREPARED UNDER SUPERVISION OF / ENGINEER: DATE: Z —l� —)3 TIMOTHY M. THIELE R.C.E. NO. 60283 EXP. 6/30/14 RECOMMENDED APPROVED BY' BY: EDWARD DEANE, RCE 48971 GR G SH14DW, RCE 30869 DATE: 2-1f - /j DATE: "/ . 13 SIGNING AND STRIPING PLAN FOR: GARDENDALE ROAD TRAFFIC CALMING /SAFE ROUTE TO SCHOOL WORK PROJECT NO. CMS12F 0088 —SI S I>&WLT / SHEET 12 OF 14 1 Iz Lo M M \ n N W Z W 0 H