The URL can be used to link to this page

06018AVENUE 51 z Z3 � AVENUE 52 (E12L o w AVENUE 53 w � w w: v~i AVENUE 54 w0 0 w W -STH��EET IMPROVEMENT PLAN G►� � _ a a:c .��,�E ss � „�� ,��Q PORTIONS OF • OF • TOWNSHIP • SOUTH,RANGE PREPAMD FOR TRANSWEST HOUSING 47120 DUNE PALMS '•D LA OUINTA, CA. 92253-2051 CATCH BASIN NO. 36 760-777-4307 Qloo= 7.900 cfs Qlo= .: ao � 6Z lime t4 - rd UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND DURING AT UNEXPECTED ELEVATIONS 0 X86 1 OR STORM - - OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE, MSA 7 0 28 a8� 288 "I•-- I a A ANER 'CIRCLE W' CUCH-@ASIN 0. 1` CONSULTING, INC. WILL MAKE ANY REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES ® �.. f TO COMPLETE ALL WORK INCLUDING REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER. THE Q LV' ! C- �� .0 14 Gf CONTRACTOR FURTHER AGREES TO DILIGENTLY PURSUE THE COMPLETION OF SAID WORK. ANY ° ,I 2 ,W , _ C DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA q° w 2 2 BA IN N0. 1 CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. P� 299 y T I N0. 6 •U H T1 IF NECESSARY MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN 3 � 4 � �i E y cf CONSTRUCTION AFTER REVISIONS ARE APPROVED. CATCH BASIN N0. 44 } `'"' 3 29 00 50 10= 1 --- I NOTE T CONTRACTO SITE CONDITIONS Q,� 3.195 cfs 2 CATCH BASIN NO. 7 CAI 51 N0. 16 - Q10= 1.900 cfs 4 3 1 Q1oo= 17.318 MsJ ! Q100= 3 cfs CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE z �-- 51 - JOBSITE CONDITION' DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDNG THE 1 4 29W {x,10= 12.787 Quo- 0.317 cfs SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND NOT CATCH BASIN N0. 43 i S 3 W / ----� LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY Q,00_ 3.266 Cfs 29 = 1.. t T BAS)N NO `� PROP. STORM DRAIN - INC. HARMLESS FROM ANY AND ALL LIABILITY Qlo= 1.925 cfs 52 45 100= 9.65�fs Q1 - V6.,23 cfsTHE OWNER AND MSA CONSULTING, 3 , -AND HOLD GI i 4CATCH BASIN N0. 19 - REAL OR ALLEGED IN CONNECTION' WITH THE PERFORMANCE OF WORK ON TH15 PROJECT, �--Q,00- 6.090 CfS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA AC A46 (/� CATCFi�IN NO. 9 CONSULTING, INC. � 7 �B I� WAy '` Q,00= 9.380 cfs Qlo= 6.090 cfs NOTE TO CONTRACTORS QUANTITY ESTIMATE rK Qlo= 5.088 cfs CATCH BASIN NO. 11 1 �� Q1oo= 16.912 cf MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS 2 7 TCH BASIN NO. 12 OTHER THAN, ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ° 4 = 5 Q1oo= 4.636 cfs Quo= 9.02D cfs PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE H15 \� 9� `3 OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE �® 273 Quo= 2"813 Cfs CATCH N0. 11CATCH BASIN N0. RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF �' 6 5 Q,00= $�, 54 CfsQloo= 4.273 t CONSTRUCTION.Q1o= 42 0 CfS Qlo= 2.279 C e ' � I� CONSTRUCTION NOTESm QUANTITY ESTIMATE SHE ET_ 2 .�..._�... .� SkIE _ 4O w 26 (FOR PERMIT PURPOSES ONLY) CO cc 2 5 d _- 41 CONSTRUCT 3" A.C. PAVEMENT OVER 4 1/2" CRUSHED AGGREGATE BASE. 978,723 SF CATCH BASIN NO.= 4 cy 26 Q CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. 5,149 A100= 13.784 10= 7.733 cf ° w 63 = 11 12 Q = 26 2 Gj 3 CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 43. 403 LF ° W 5 �\ w 4 39 RPROP. ST M I �4 CONSTRUCT 6" WEDGE CURB. SEE DETAIL A ON SHEET 41. 42,969 LF cn 26 O { CONSTRUCT P.C.C.P,C.C. CROSS GUTTER PER CITY OF LA QUINTA STD. DWG. 16 854 SF 44 2 38 37 36 5 34 33 32 NO. 2�O AND 231 CATCH BASIN N0. ° R/F ! EET 4 CONSTRUCT TRANSITION FROM 6' WEDGE CURB TO 6" CURB AND GUTTER. 750 LF Qioo- 13.784 C � 251 25 � a SHEET Q,o= 7.733 Cf � CATCH BASIN N@10 SEE DETAIL C ON SHEET 41' . sHs r s CATCH BASIN' N0. � / Qioo= 18.154 cfs / 57 7 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF 29 EA Qloo= 5.071 C I AH@ 12111 mumm, 58 59 Qlo= 7.270 cfs /` �� 62 63 64 O 64 LA QUINTA DWG. NO. 330. (SEE PLAN FOR CASE.) Qlo= 2.976 C COMMUNITY 8 CONSTRUCT CURB CATCH BASIN CATCH BASIN NO. 1 PER CITY OF LA QUINTA 29 EA CATCH BASIN N0. _ RECREATION STD.?WG.NO. 300. - • Tt CENTER G� �. 2i5 2i4 21 2 20 2 191 Q1oo= 0.850 c " " � AND RETENTION � [� 9' CONSTRUCT 12 x 12 P.C.C. EDGE BAND PER DETAIL B ON SHEET 41. 9,826 LF Qlo= 0.516 cf �I LOT "AT' - CATCH BASIN NO. 5 21 s r 10 CONSTRUCT TRANSITION FROM 12 x 12" EDGE BAND TO 6" � CURB AND GUTTER 60 LF Qioo= 0.361 c s \ 6 20 2 PER DETAIL D ON SHEET 41. Qlo= 0.220 Gf CATCH RABID( NO. 50 � EET L 11 � 217 28 m INSTALL STREET NAME SIGN PER CITY OF LA QUINTA STD. DWG. NO. 500. 30 EA CATCH BASIN NO. 5 Q1oo= 1.168 cf 4s Q1ooT 0.517 c ¢ r Qlo= 0.314 �f s0 218 22 p 1 20 19 N 191 1 INSTALL STOP SIGN PER DETAIL E ON SHEET 41. 30 EA % '� n Q,o= 0.709 cfs s 29� m 13 INS ALL 3 1, 8" TRIC BELGARD MEGA -BERG ERAC INTERLOC IN PAVER OV 92 57 S CATCH BASIN NO. 3 b `r 2 1 27 2 , 2 20 � 1� 19 THICK ALL PURPOSE SAND, OVER 8 CRUSHED AGGREGATE BASE, OVER 24 OF Q1oo= 2.720 Cf COMPACTED SUBGRADE (EXCEPT OVER STRUCTURAL CULVERTS). SUBGRADE AND Q10 = 1.556 cfs' y BASE COMPACTION OF 95% TO BE VERIFIED BY GEOTECHNICAL ENGINEER AT 50 2 1 ��► T' NOER " CATCH BASIN N0. 3 INTERVALS - SEE LANDSCAPE ARCHITECT'S PLANS FOR COLOR AND FINISH 38 G E AN&1 Q1oo= 2.720 cfs i 247 2. - ] 4 IN AL BL E S , V EN K (R TO IZE OFF T LI 99 EA Q1o= 1.556 cfs I 246 245 244 243 24 240 39 232 226 5 224 S EE 2a3 207 206 197 6 P. STORM _. _.. PR __.,...._ 15 INSTALL YIELD AND ROUNDABOUT SIGNS PER DETAIL ON SHEET 41. 7 EA O _ ... - -- - DRAIN ' CATCH" BASIN�I�6'`3 a �� N 16 INSTALL NO PARKING SIGN PER DETAIL ON SHEET 41. 8 EA CATCH BASIN N0. 1 ; �, 01oa= 7.09r3o a So ° o ° " 3 ° T BASIN NO7. 4 o .9Q� ° ®] CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL F ON SHE 1. Ql�= 5.293 Cf3rTNQ10=, 4.03Y/JS _-��' m ° `�° ---� --------- ��_Q1c�� ,7,.455 cfs Q ET 4 13 EA Q10= 3.211 cfs Vl 4 10:184 Cfs, 1.8 CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL G ON SHEET 41. 3 EACATCH BASIN N0. 52 CATCH BASIN NO. 40 �� ,,� Qlo= 5.817 cfs CATCH BASIN NO. 30 Qioo� 7.093 cfs �� 19 CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL H ON SHEET 41. N/A Qioo= 0.665 cfs Q,o= 4.09 cfs CATCH BASIN NO. 41 Q1oo= 9.902 Cf Qioo= 7.093 cfs Qlo= 0.404 cfs • INSTALL KEEP RIGHT SIGN AND OM1 --1 MARKER PER DETAIL ON SHEET 41. 3 EA Qlo= 4.033 cfs 0' 300' 600' 900 1200' ' CAyO��• 21 INSTALL ACO K030 TRENCH DRAIN WITH CLASS C HEAVY DUTY 1,093 LF Alen Se GRATE OR APPROVED EQUAL INSTALL ONE WAY SIGN PER DETAIL ON SHEET 41 T BEHIND CURB. 7 EA SCALE 1 "=300' ` INSTALL YELLOW RAISED PAVEMENT MARKER (REFLECTORIZED). 181A,ABBREVIATIONS ® RO% INSTALL ACO K900 IN-LINE CATCH BASIN WITH CLASS C HEAVY DUTY 7 EA INDE AP GRATE OR APPROVED EQUAL 19 iEET 39 15 T. r 1 1 AC ti� Fz in -2' N y IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2651 MAXIMUM AIRPORT BLVD a WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 100 LF SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 MOC ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 ON SHEET 43 (SEE LANDSCAPE ARCHITECT'S PLANS FOR COLORS). VICINITY MAP GAS THE GAS COMPANY (800) 427--2200 BOTTOM TELEPHONE VERLZON (800) 483-5000 -- DRYWELL SYSTEM N.T.S. CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 BCR USA UNDERGROUND SERVICE ALERT (800) 227-2600 CATCH BASIN NO. 14 NOTE TO COMMCTORs EXISTING UTILITIES CATCH BASIN NO. 48 Q1oo= 3.029 cfs ALL UNDERGROUND UTILITIES SHOWN' ON THE PLANS WERE OBTAINED FROM A REVIEW OF Q100= 8.108 cfs Qlo= 1.839 cfs AVAILABLE RECORD. DATA. WHILE DUE CARE WAS TAKEN IN THE PREPARATION OF THIS Qlo= 4.912 cfs 0 CONSTRUCT SHARKS TOOTH LIMIT LINE IN WHITE PAINT PER DETAIL INFORMATION, MSA CONSULTING, INC. CAN NOT AND DOES NOT GUARANTEE THE ACCURACY NOR C&G CURB AND GUTTER THE COMPLETENESS OF THE INFORMATION. THE LOCATION OF EXISTING UNDERGROUND UTILITIES 11"Am PROPOSED DECORATIVE PAVEMENT ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT O LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR CTO AGREES TO CATCH BASIN N0. 45 PE O o - ` BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS Qloo= 3.146 cfs � X SF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CUBIC YARDS DIRECTION PIG PRC CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO Qlo= 1.903 cfs CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT S ET IS _ PORTIONS OF • OF • TOWNSHIP • SOUTH,RANGE PREPAMD FOR TRANSWEST HOUSING 47120 DUNE PALMS '•D LA OUINTA, CA. 92253-2051 CATCH BASIN NO. 36 760-777-4307 Qloo= 7.900 cfs Qlo= .: ao � 6Z lime t4 - rd UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND DURING AT UNEXPECTED ELEVATIONS 0 X86 1 OR STORM - - OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE, MSA 7 0 28 a8� 288 "I•-- I a A ANER 'CIRCLE W' CUCH-@ASIN 0. 1` CONSULTING, INC. WILL MAKE ANY REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES ® �.. f TO COMPLETE ALL WORK INCLUDING REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER. THE Q LV' ! C- �� .0 14 Gf CONTRACTOR FURTHER AGREES TO DILIGENTLY PURSUE THE COMPLETION OF SAID WORK. ANY ° ,I 2 ,W , _ C DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA q° w 2 2 BA IN N0. 1 CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. P� 299 y T I N0. 6 •U H T1 IF NECESSARY MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN 3 � 4 � �i E y cf CONSTRUCTION AFTER REVISIONS ARE APPROVED. CATCH BASIN N0. 44 } `'"' 3 29 00 50 10= 1 --- I NOTE T CONTRACTO SITE CONDITIONS Q,� 3.195 cfs 2 CATCH BASIN NO. 7 CAI 51 N0. 16 - Q10= 1.900 cfs 4 3 1 Q1oo= 17.318 MsJ ! Q100= 3 cfs CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE z �-- 51 - JOBSITE CONDITION' DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDNG THE 1 4 29W {x,10= 12.787 Quo- 0.317 cfs SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND NOT CATCH BASIN N0. 43 i S 3 W / ----� LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY Q,00_ 3.266 Cfs 29 = 1.. t T BAS)N NO `� PROP. STORM DRAIN - INC. HARMLESS FROM ANY AND ALL LIABILITY Qlo= 1.925 cfs 52 45 100= 9.65�fs Q1 - V6.,23 cfsTHE OWNER AND MSA CONSULTING, 3 , -AND HOLD GI i 4CATCH BASIN N0. 19 - REAL OR ALLEGED IN CONNECTION' WITH THE PERFORMANCE OF WORK ON TH15 PROJECT, �--Q,00- 6.090 CfS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA AC A46 (/� CATCFi�IN NO. 9 CONSULTING, INC. � 7 �B I� WAy '` Q,00= 9.380 cfs Qlo= 6.090 cfs NOTE TO CONTRACTORS QUANTITY ESTIMATE rK Qlo= 5.088 cfs CATCH BASIN NO. 11 1 �� Q1oo= 16.912 cf MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS 2 7 TCH BASIN NO. 12 OTHER THAN, ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ° 4 = 5 Q1oo= 4.636 cfs Quo= 9.02D cfs PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE H15 \� 9� `3 OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE �® 273 Quo= 2"813 Cfs CATCH N0. 11CATCH BASIN N0. RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF �' 6 5 Q,00= $�, 54 CfsQloo= 4.273 t CONSTRUCTION.Q1o= 42 0 CfS Qlo= 2.279 C e ' � I� CONSTRUCTION NOTESm QUANTITY ESTIMATE SHE ET_ 2 .�..._�... .� SkIE _ 4O w 26 (FOR PERMIT PURPOSES ONLY) CO cc 2 5 d _- 41 CONSTRUCT 3" A.C. PAVEMENT OVER 4 1/2" CRUSHED AGGREGATE BASE. 978,723 SF CATCH BASIN NO.= 4 cy 26 Q CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. 5,149 A100= 13.784 10= 7.733 cf ° w 63 = 11 12 Q = 26 2 Gj 3 CONSTRUCT MOUNTABLE CURB PER DETAIL ON SHEET 43. 403 LF ° W 5 �\ w 4 39 RPROP. ST M I �4 CONSTRUCT 6" WEDGE CURB. SEE DETAIL A ON SHEET 41. 42,969 LF cn 26 O { CONSTRUCT P.C.C.P,C.C. CROSS GUTTER PER CITY OF LA QUINTA STD. DWG. 16 854 SF 44 2 38 37 36 5 34 33 32 NO. 2�O AND 231 CATCH BASIN N0. ° R/F ! EET 4 CONSTRUCT TRANSITION FROM 6' WEDGE CURB TO 6" CURB AND GUTTER. 750 LF Qioo- 13.784 C � 251 25 � a SHEET Q,o= 7.733 Cf � CATCH BASIN N@10 SEE DETAIL C ON SHEET 41' . sHs r s CATCH BASIN' N0. � / Qioo= 18.154 cfs / 57 7 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF 29 EA Qloo= 5.071 C I AH@ 12111 mumm, 58 59 Qlo= 7.270 cfs /` �� 62 63 64 O 64 LA QUINTA DWG. NO. 330. (SEE PLAN FOR CASE.) Qlo= 2.976 C COMMUNITY 8 CONSTRUCT CURB CATCH BASIN CATCH BASIN NO. 1 PER CITY OF LA QUINTA 29 EA CATCH BASIN N0. _ RECREATION STD.?WG.NO. 300. - • Tt CENTER G� �. 2i5 2i4 21 2 20 2 191 Q1oo= 0.850 c " " � AND RETENTION � [� 9' CONSTRUCT 12 x 12 P.C.C. EDGE BAND PER DETAIL B ON SHEET 41. 9,826 LF Qlo= 0.516 cf �I LOT "AT' - CATCH BASIN NO. 5 21 s r 10 CONSTRUCT TRANSITION FROM 12 x 12" EDGE BAND TO 6" � CURB AND GUTTER 60 LF Qioo= 0.361 c s \ 6 20 2 PER DETAIL D ON SHEET 41. Qlo= 0.220 Gf CATCH RABID( NO. 50 � EET L 11 � 217 28 m INSTALL STREET NAME SIGN PER CITY OF LA QUINTA STD. DWG. NO. 500. 30 EA CATCH BASIN NO. 5 Q1oo= 1.168 cf 4s Q1ooT 0.517 c ¢ r Qlo= 0.314 �f s0 218 22 p 1 20 19 N 191 1 INSTALL STOP SIGN PER DETAIL E ON SHEET 41. 30 EA % '� n Q,o= 0.709 cfs s 29� m 13 INS ALL 3 1, 8" TRIC BELGARD MEGA -BERG ERAC INTERLOC IN PAVER OV 92 57 S CATCH BASIN NO. 3 b `r 2 1 27 2 , 2 20 � 1� 19 THICK ALL PURPOSE SAND, OVER 8 CRUSHED AGGREGATE BASE, OVER 24 OF Q1oo= 2.720 Cf COMPACTED SUBGRADE (EXCEPT OVER STRUCTURAL CULVERTS). SUBGRADE AND Q10 = 1.556 cfs' y BASE COMPACTION OF 95% TO BE VERIFIED BY GEOTECHNICAL ENGINEER AT 50 2 1 ��► T' NOER " CATCH BASIN N0. 3 INTERVALS - SEE LANDSCAPE ARCHITECT'S PLANS FOR COLOR AND FINISH 38 G E AN&1 Q1oo= 2.720 cfs i 247 2. - ] 4 IN AL BL E S , V EN K (R TO IZE OFF T LI 99 EA Q1o= 1.556 cfs I 246 245 244 243 24 240 39 232 226 5 224 S EE 2a3 207 206 197 6 P. STORM _. _.. PR __.,...._ 15 INSTALL YIELD AND ROUNDABOUT SIGNS PER DETAIL ON SHEET 41. 7 EA O _ ... - -- - DRAIN ' CATCH" BASIN�I�6'`3 a �� N 16 INSTALL NO PARKING SIGN PER DETAIL ON SHEET 41. 8 EA CATCH BASIN N0. 1 ; �, 01oa= 7.09r3o a So ° o ° " 3 ° T BASIN NO7. 4 o .9Q� ° ®] CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL F ON SHE 1. Ql�= 5.293 Cf3rTNQ10=, 4.03Y/JS _-��' m ° `�° ---� --------- ��_Q1c�� ,7,.455 cfs Q ET 4 13 EA Q10= 3.211 cfs Vl 4 10:184 Cfs, 1.8 CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL G ON SHEET 41. 3 EACATCH BASIN N0. 52 CATCH BASIN NO. 40 �� ,,� Qlo= 5.817 cfs CATCH BASIN NO. 30 Qioo� 7.093 cfs �� 19 CONSTRUCT EQUESTRIAN TRAIL RAMP PER DETAIL H ON SHEET 41. N/A Qioo= 0.665 cfs Q,o= 4.09 cfs CATCH BASIN NO. 41 Q1oo= 9.902 Cf Qioo= 7.093 cfs Qlo= 0.404 cfs • INSTALL KEEP RIGHT SIGN AND OM1 --1 MARKER PER DETAIL ON SHEET 41. 3 EA Qlo= 4.033 cfs 0' 300' 600' 900 1200' ' CAyO��• 21 INSTALL ACO K030 TRENCH DRAIN WITH CLASS C HEAVY DUTY 1,093 LF Alen Se GRATE OR APPROVED EQUAL INSTALL ONE WAY SIGN PER DETAIL ON SHEET 41 T BEHIND CURB. 7 EA SCALE 1 "=300' ` INSTALL YELLOW RAISED PAVEMENT MARKER (REFLECTORIZED). 181A,ABBREVIATIONS ® RO% INSTALL ACO K900 IN-LINE CATCH BASIN WITH CLASS C HEAVY DUTY 7 EA INDE AP GRATE OR APPROVED EQUAL 19 iEET 39 15 T. r 1 82 1 83 8 EET 391 8 10 t7j�136 135 134 133 `95 118fi 1185 c 184- i74 ,-17 1 2 ° Q10=^,7.995 cfs CATCH BASIN NO. 29 Q1oo= 15.871 cfs Qlo= 7.582 cfs CATCH BASIN NO. 28 Q1 oo= 15.872 cfs Q10 = 7.582 cfs 1 AC ASPHALT CONCRETE MAX. MAXIMUM 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) CONSTRUCT SHARKS TOOTH LIMIT LINE IN CONTRASTNG PAVERS PER DETAIL 100 LF BC BEGIN CURVE MOC MIDDLE OF CURVE S/W ON SHEET 43 (SEE LANDSCAPE ARCHITECT'S PLANS FOR COLORS). COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF BOT. BOTTOM MVC MIDDLE OF VERTICAL CURVE LEGEND -- DRYWELL SYSTEM 0 N/A N/A BCR BEGIN CURB RETURN NG NATURAL GRADE DETERMINES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE PRESERVE ANY AND ALL UTILITIES. EX. BOC BVC BOTTOM OF CULVERT BEGIN VERTICAL CURVE NO. NTS NUMBER NOT TO SCALE PROPOSED A.C. PAVEMENT 0 CONSTRUCT SHARKS TOOTH LIMIT LINE IN WHITE PAINT PER DETAIL 75 LF C&G CURB AND GUTTER PCC 11"Am PROPOSED DECORATIVE PAVEMENT 82 1 83 8 EET 391 8 10 t7j�136 135 134 133 `95 118fi 1185 c 184- i74 ,-17 1 2 ° Q10=^,7.995 cfs CATCH BASIN NO. 29 Q1oo= 15.871 cfs Qlo= 7.582 cfs CATCH BASIN NO. 28 Q1 oo= 15.872 cfs Q10 = 7.582 cfs 1 -LOT wgUl 'ENTIO B I RETENTION BASIN CATCH BASIN NO. 27 Q,00= 15.871 cfs Q,o= 7.581 cfs GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION,, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA ALL SIGNS SHALL BE MOUNTED 1 AC ASPHALT CONCRETE MAX. MAXIMUM 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) CONSTRUCT SHARKS TOOTH LIMIT LINE IN CONTRASTNG PAVERS PER DETAIL 100 LF BC BEGIN CURVE MOC MIDDLE OF CURVE S/W ON SHEET 43 (SEE LANDSCAPE ARCHITECT'S PLANS FOR COLORS). COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF BOT. BOTTOM MVC MIDDLE OF VERTICAL CURVE LEGEND -- DRYWELL SYSTEM 0 N/A N/A BCR BEGIN CURB RETURN NG NATURAL GRADE DETERMINES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE PRESERVE ANY AND ALL UTILITIES. EX. BOC BVC BOTTOM OF CULVERT BEGIN VERTICAL CURVE NO. NTS NUMBER NOT TO SCALE PROPOSED A.C. PAVEMENT 0 CONSTRUCT SHARKS TOOTH LIMIT LINE IN WHITE PAINT PER DETAIL 75 LF C&G CURB AND GUTTER PCC POINT OF COMPOUND CURVATURE e ' PROPOSED DECORATIVE PAVEMENT ON SHEET 43. 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE C/L CENTERLINE PE PAD ELEVATION f' ✓ -EX E 1 TO EXCEED EIGHTEEN 18 MONTHS FROM DATE OF APPROVAL. TH ( ) 0 L E CONSTRUCT 6" P.C.C. CLASS "C" CONCRETE OVER 4 1/2" CRUSHED AGGREGATE BASE. X SF C.Y. DIR CUBIC YARDS DIRECTION PIG PRC POINT OF INTERSECTION GUTTERS POINT OF REVERSE CURVATURE r CENTERLINE YIELD, "MUTCD CA. SUPPLEMENT 3B-20" - 7 EA DWG. DWG. DRAWING PRVC POINT OF REVERSE VERTICAL CURVATURE " ' -"- PROPOSED RIGHT-OF-WAY ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY OR A LICENSED LAND SURVEYOR, ONLY. INV. EACH PROP. PROPOSED R/W EXISTING RIGHT-OF-WAY 1 -LOT wgUl 'ENTIO B I RETENTION BASIN CATCH BASIN NO. 27 Q,00= 15.871 cfs Q,o= 7.581 cfs GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION,, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA ALL SIGNS SHALL BE MOUNTED OR OTHER GOVERNING AGENCIES. DESCRIPTION SIGNING AND STRIPING NOTES 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) ---� DIRECTION OF FLOW 1. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 43 NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO S/W STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS:In COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF 0. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING -- DRYWELL SYSTEM CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND TOP OF CURB IMPROVEMENTS PROPOSED BY THESE PLANS, IF CITY STAFF ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN DETERMINES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE PRESERVE ANY AND ALL UTILITIES. EX. DESIGN INTEGRITY OF THESE PLANS AS ORIGINALLY APPROVED. ALL TF TOP OF FOOTING - - - - ESMT COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. FF FG BE BORNE BY THE IMPROVEMENT SPONSORS. TOC TOG TP TOP OF CULVERT .■..... TOP OF GRATE TOP OF PAVEMENT _. 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE RpFESS/p Q 2. UPON APPROVAL, THESE PLANS ARE VALID FOR A PERIOD NOT APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, FL -EX E 1 TO EXCEED EIGHTEEN 18 MONTHS FROM DATE OF APPROVAL. TH ( ) 0 L E TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. w .r IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH PROPOSED WATER UNE 00 s , sy qty UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS B HP IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT TOP OF RETAINING NG WALL TOP OF VIEW FENCE s STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.O.E. NUMBER BELOW 33,966, �� o o ��► Q� Q y ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY OR A LICENSED LAND SURVEYOR, ONLY. INV. SUBSEQUENT TO THE PLAN APPROVAL DATE. TW TOP OF WALL 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE ALF MILE z 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, FOLLOWS: So AND RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, Lu HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND OCTOBER 1 ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM LF STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. TO 5:00 PM TYPICAL & PROPOSED STORM DRAIN MANHOLE Exp, 36 310108 m LP °no TCH BASIN NO. 35 4- TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM SOUTH BASIS OF (BEARING. (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST Q10 97 cfs TO 5:00 PM �. � EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD = Qlo= cfs SITE ADDRESS (E) .9 SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD BASIN TCH BASIN N0. 34 WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. WEST THE BASIS OF BEARING FOR THIS SURVEY IS THE SPECIFICATIONS AND STATE STANDARD PLANS. Q10o= 6.397 cfs PROPOSED SEWER MANHOLE Q1o= 4.919 cfs 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED (N) j, PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 15, 2007 /-CATCH BASIN NO. 46 CITY INSPECTOR AT (760) 777-7075 TO MAKE ARRANGEMENTS FOR SATISFACTION OF THE CITY ENGINEER. `P C' / V 1TOWNSHIP ql Q,00= 8.432 cfs RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. 54 AND MADISON STREET. Qlo= 6.033 cfs OF CITY STENCILS. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE /ETCH BASIN NO. 47 WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE Oioo= 8.432 cfs 5- USED PAVEMENT MARKERS SHALL CONFORM TO THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. Q10= 6.033 cfs PROVISIONS IN SECTION 85 OF THE STATE STANDARD ',- RPO STORM DRAIN SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE TCH BASIN NO. 33 SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD 100= 14.931 Cfs ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING a�Q10= 5.812 cfs PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A TCH BASIN NO. 327. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM zoo= 14.931 Cf3 COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES Qlo= 5.812 cfs CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES CONTROL BOARD. AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD TCH BASIN NO. 20 SPECIFICATIONS. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, 100= 15.716 cfs SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ° Q1o= 7.994 cfs S. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY TCH BASIN NO. 22 PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY 100= 15.716 Cfs RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN Q1o= 7.994 cfs SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING. THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS,: INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE 9- DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN BORNE BY THE IMPROVEMENT SPONSORS. TGH BASIN N0. 24 THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL -° a 100= 6.134 cfs PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY 15. THESE PLANS ARE VALID FOR A PERIODNOT TO EXCEED EIGHTEEN (18) MONTHS FROM Qlo= 3,562 cfs ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN AFFECT COMPLIANCE WIT1f,TANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND W ° TCH BASIN N0. 23 TME ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR Q1oo= 6.134 Cf3 REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY HIGH-POWER VACUUM. SUBSEQUENT TO T'HE PLAN APPROVAL DATE. Q1p= 3.561 cfs �A 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL PAVING NOTES TCH BASIN NO. 25 OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING ° Q1oo= 14.931 cfs TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED 1 ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL Qlo= 5.812 cfs 1 TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR TCH BASIN N0. 26 o RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD ops 5.747 cfs UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES a *0100= LEGEND FORM. 10 = 3.333 cfs HAVE BEEN INSTALLED AND ACCEPTED. ;AGENCY1i, ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED ALL 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND V FLOW SIGNS," AS SPECIFIED IN THE STATE STANDARD TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED:, DELINEATED AND LIGHTED IN � SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM CONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC CONTROLS FOR, CONSTRUCTION USING HIGH INTENSITY GRADE SHEETING WITH 3M #1160 PROTECTIVE AND MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY Li OVERLAY FILM OR APPROVED EQUAL BY THE CITY ENGINEER 9 INDEX LEGEND WITH THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL DESCRIPTION 1 COVER SHEET ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) 40-41 ---� DIRECTION OF FLOW ON THESE PLANS UNLESS OTHERWISE NOTED. OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED 43 - - EMERGENCY OVERFLOW S/W STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS:In 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 -- DRYWELL SYSTEM AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO BASE COURSE (LOWER COURSES): 1II13-133-AR-4000 TOP OF CURB CONTAIN SUBSURFACE INSTALLATIONS CONTRACTOR SHALL CONTACT THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN S INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2-39 PLAN/PROFILE SHEETS 40-41 DETAIL/SECTION SHEETS 42 CULVERT CROSSINGS 43 TRAFFIC CIRCLE SIGNING & STRIPING UNDERGROUND SERVICE ALERT (U,S.A.) AT 1-800-227-2600 AND ' THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. zq OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING i DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING w PENETRATES THE EXISTING SURFACE. OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS: o 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING AGGREGATE GRADATIONS, VOIDS W MINERAL AGGREGATE(VMA)0 AlR VOIDS, AND S -VALUE FOR DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT VARIOUS OIL CONTENTS FOR EACH MIX. ui THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. fx TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER I5 ENCOURAGED TO REFER TO LA 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAB INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT; WOOD TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. POSTS SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS m EC END CURVE PUE PUBLIC UTILITY EASEMENT AROUND Inc POST. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C. � DET. 21 - NO PASSING ZONE "MUTCD CA. SUPPLEMENT DETAIL 21." 275 LF PROPOSED CURB & GUTTER/WEDGE CURB BASE COURSE IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING C ECR END CURB RETURN R/W RIGHT -OF --WAY � c ANIONIC EMULSIFIED ASPHALT TYPE "SS -1 H" CONFORMING TO SECTION 203--3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL D. V) U B. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A if MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO 2 ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND N EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. o CL 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS E AS FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER.1-1 z IIL BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA SHEET U_ NO. REVISIONS APPROVED DATE MSA CONSULTING,, INC. INDIO BM 3199 ELEV. 499.71 SAW CITY OF LA QUANTA, CAL�FORN�A LL MARK 1 REVISED CONST. NOTE 13 - REVISED QUANTITY OF CONST. NOTE 24 MAINIERO, SMITH & ASSOCIATES, INC. LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE 26401 DRAWN BY .� GRIFFIN RANCH - TRACT N O. 3 2 8 7 9 PLANNING ®CIVIL ENGINEERING ■LAND SuRVEYnvG MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH DAT RJM �/Iz d� ON-SITE STREET IMPROVEMENT P A N °F n ® ne�c+-rn is ri n i.-nr►c+\ -9Z A0. . e% 2e1IL I A ^e..1 r1 r r..rr 10% I EP EDGE OF PAVEMENT STD. STANDARDCONTRACTOR PROPOSED CURB NOTE TO ESMT. EASEMENT S/W SIDEWALK RAISE MANHOLES AND WATER VALVES TO GRADE EVC END VERTICAL CURVE TC TOP OF CURB PROPOSED PUBLIC UTILITY EASEMENT EX. EXISTING TF TOP OF FOOTING - - - - ESMT EXISTING EASEMENT DigiSafely FF FG FINISHED FLOOR FINISHED GRADE TOC TOG TP TOP OF CULVERT .■..... TOP OF GRATE TOP OF PAVEMENT PROPOSED BOUNDARY RpFESS/p Q FL E FLOWLINBREAK w PROPOSED WATER UNE 00 s , sy qty DIG ALERT PROJECT NOTES B HP GRADE HIGH POINT TRW N TOP OF RETAINING NG WALL TOP OF VIEW FENCE s LIN PROPOSED SEWER E �� o o ��► Q� Q y DIAL TOLL FREE 1. ALL CONCRETE SHALL BE INV. INVERT TW TOP OF WALL PROPOSED STORM DRAIN z So Lu 1-800-227-2600 CLASS 560-C-3250 TYPE "V". LF LINEAR FEET TYP. TYPICAL PROPOSED STORM DRAIN MANHOLE Exp, 36 310108 m LP LOW POINT (S) SOUTH BASIS OF (BEARING. �. � AT LEAST TWO DAYS SITE ADDRESS (E) EAST (W) WEST THE BASIS OF BEARING FOR THIS SURVEY IS THE O PROPOSED SEWER MANHOLE a BEFORE YOU DIG SOUTHEAST CORNER OF AVENUE (N) NORTH c Copyright o c Py ght EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 15, 2007 ® PROPOSED WATER VALVE `P C' / V 1TOWNSHIP ql 54 AND MADISON STREET. 6 SOUTH, RANGE 7 MSA Consulting, Inc. SWIDC �COTD PROPOSED FIRE HYDRANT F OF All Rights Reserved E5 ABLISHED PER CORSE STATIONS AD TAKEN CAOr UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AS' N 029031138" W (NAD 83 CA ZONE 6 DATUM) ANIONIC EMULSIFIED ASPHALT TYPE "SS -1 H" CONFORMING TO SECTION 203--3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL D. V) U B. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A if MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO 2 ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND N EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. o CL 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS E AS FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER.1-1 z IIL BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA SHEET U_ NO. REVISIONS APPROVED DATE MSA CONSULTING,, INC. INDIO BM 3199 ELEV. 499.71 SAW CITY OF LA QUANTA, CAL�FORN�A LL MARK 1 REVISED CONST. NOTE 13 - REVISED QUANTITY OF CONST. NOTE 24 MAINIERO, SMITH & ASSOCIATES, INC. LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE 26401 DRAWN BY .� GRIFFIN RANCH - TRACT N O. 3 2 8 7 9 PLANNING ®CIVIL ENGINEERING ■LAND SuRVEYnvG MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH DAT RJM �/Iz d� ON-SITE STREET IMPROVEMENT P A N °F n ® ne�c+-rn is ri n i.-nr►c+\ -9Z A0. . e% 2e1IL I A ^e..1 r1 r r..rr 10% I