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962o_slF_ -7 -- -� - � t�I J a, L s� IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. MS 4282 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN COUNTY RIGHT -OF -WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227 -2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. An 0 THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. STREET LIGHT PLAN 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT. PALOMAR. 5. IID SERVICE PLANNER ,WORK ORDER NUMBER BEING A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM PREPARED FOR - COACHELLA VALLEY UNIFIED SCHOOL DISTRICT 83 -733 AVENUE 55 THERMAL, CA 92274 (760) 398 -5909 IW Z 0 t VICINITY MAP N.T.S. LOCATED IN A PORTION OF THE SW Y4 THE NW Y4 OF SECTION 22, TOWNSHIP 6. SOUTH, RANGE 7 EAST, SBM 57TH AVE UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 -7756 GAS THE GAS COMPANY (800) 427 -2200 TELEPHONE VERIZON (800) 483 -5000 CABLE T.V. TIME WARNER (760) 340 -1312 USA UNDERGROUND SERVICE ALERT (800) 227 -2600 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. E F 1 ®Ii Z Q U) Q z Q f- J- z O U Ld J m Q U J I I Q S W 7. U Z Q O' O LL Z O U O I--- V) Q Lv O m n Q O INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD 7 EA DWG. NO. 1001. POLE SHALL BE GALVANIZED. NOTE - 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER RECORD OF SURVEY 131/66 TAKEN AS N 00'05'21" E FEMA FLOOD ZONE THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. r INDEX SHEET DESCRIPTION s� F TOPOGRAPHY SOURCE EXISTING UNDERGROUND TELEPHONE LINE 2 PLAN SHEET - CHURCH STREET yy INLAND AERIAL SURVEYS E EAST ESMT. EASEMENT POC POINT ON CURVE PROPOSED RIGHT OF WAY (951) 687 -4252 PROPOSED EDGE OF PAVEMENT DATE: MAY 30, 2012 FOUND SURVEY MONUMENT O1 O2 PROPOSED STREET LIGHT 20 +93.54 1 N NORTH EVC END OF VERTICAL CURB PP POWER POLE �I �! I 34.0 LT S SOUTH EX EXISTING PRC POINT OF REVERSE CURVE v W) WEST FF FINISHED FLOOR PROP. PROPOSED .- ---- NE) NORTHEAST FG FINISHED GRADE PT. POINT O �- ,�, NW) NORTHWEST FL FLOWLINE PUE PUBLIC UTILITY EASEMENT If= if If _ _ - :I SE) SOUTHEAST FS FINISHED SURFACE PVI POINT OF VERTICAL INTERSECTION it - ,,, „ SW) SOUTHWEST GB GRADE BREAK PVMT PAVEMENT 20 +03.54 1 AC ASPHALT CONCRETE GF GARAGE FLOOR ELEVATION R/W RIGHT OF WAY ,�.. r., <� , . I 34.0 LT AP ANGLE POINT HP HIGH POINT RAD. RADIUS BC BEGINNING OF CURVE HZ HORIZONTAL S.D. STORM DRAIN I�_ f 1 ! ,I ��y/ BCR c BEGIN CURB RETURN INV INVERT S.F. SQUARE FEET L'j BSL BUILDING SETBACK L# LINE S/W SIDEWALK I f w I 17 +00.00 BOC BACK OF CURB L.F. LINEAL FEET STA. STATION 33.9 LT 1 BS BOTTOM OF STEPS LP LOW POINT STD. STANDARD r C# CURVE MAX. MAXIMUM SWR. SEWER C/L CENTERLINE MH MANHOLE TB TOP OF BERM O C &G CURB AND GUTTER MIN. MINIMUM TC TOP OF CURB j i �!4 1 _ (p 0.6. CATCH BASIN MOC MID -POINT OF CURVE TOP OF FOOTING C.Y. CUBIC YARD MVC MID -POINT OF VERTICAL CURVE TOG TOP OF GRATE a � I _. D DEPTH NG NATURAL GROUND TP TOP OF PAVEMENT DB m r DRAIN BOX N0. NUMBER TRW TOP OF RETAINING WALL �� ` o DWG. DRAWING N.T.S. NOT TO SCALE TW TOP OF WALL ILI ,� ., v� �' DWY DRIVEWAY OH OVERHEAD TYP. TYPICAL oy �_ EA. EACH P/L PROPERTY LINE VC VERTICAL CURVE �1 CONSTRUCTION NOTES QUANTITY ESTIMATE Q " �+/ EC END OF CURVE P.C.C. PORTLAND CONCRETE CEMENT VERT VERTICAL FOR PERMIT PURPOSES ONLY �r l i� A� 15 +67.55 ECR END CURB RETURN PCC POINT OF COMPOUND CURVE WIDTH 34.0 LT 2 ELEV ELEVATION PE PAD ELEVATION WTR. WATER - EP EDGE OF PAVEMENT PIG POINT OF INTERSECTION, GUTTER FL INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES 10 EA ) i ll _ O INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD 7 EA DWG. NO. 1001. POLE SHALL BE GALVANIZED. NOTE - 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER RECORD OF SURVEY 131/66 TAKEN AS N 00'05'21" E FEMA FLOOD ZONE THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. r INDEX SHEET DESCRIPTION s� F TOPOGRAPHY SOURCE EXISTING UNDERGROUND TELEPHONE LINE 2 PLAN SHEET - CHURCH STREET yy INLAND AERIAL SURVEYS OLIVE STREET 4 7117 ARLINGTON AVENUE, SUITE A 57TH AVENUE EXISTING RIGHT OF WAY RIVERSIDE, CALIFORNIA 92503 PROPOSED RIGHT OF WAY (951) 687 -4252 PROPOSED EDGE OF PAVEMENT DATE: MAY 30, 2012 FOUND SURVEY MONUMENT O1 O2 LEGEND CENTERLINE PROPOSED 6" CURB AND GUTTER -- _ -- - -- - -- SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET EXISTING UNDERGROUND TELEPHONE LINE 2 PLAN SHEET - CHURCH STREET 3 PLAN SHEET - OLIVE STREET 4 PLAN SHEET - 57TH AVENUE LEGEND CENTERLINE PROPOSED 6" CURB AND GUTTER -- _ -- - -- - -- EXISTING SEWER LINE - - - -- -- - -' - -- EXISTING WATER LINE - - - -- - --- -- _ -- EXISTING GAS LINE - --- -� - -_- - - -- - -- -- ?--- - - -- -- EXISTING UNDERGROUND TELEPHONE LINE - - - -- - -- -- -- ---- ------ EXISTING UNDERGROUND CABLE TV LINE - 1 — - - EXISTING OVERHEAD CABLE TV LINE -- - --- - - - - - -- EXISTING UNDERGROUND ELECTRIC LINE - EXISTING OVERHEAD ELECTRIC LINE ._.--RAW EXISTING RIGHT OF WAY — — — — PROPOSED RIGHT OF WAY EXISTING EASEMENT PROPOSED EDGE OF PAVEMENT ® FOUND SURVEY MONUMENT O1 O2 PROPOSED STREET LIGHT �. ---- TILE — ._ ----TILE --------TILE — —� —TILE — — — — —7iLE I I i EXISTING STREET LIGHT o EXISTING STREET LIGHT 1 -- s , ` — I EXISTING CURB &GUTTER I M 1 e . EXISTING CURB & GUTTER - –� _t T u _ - _. — ..r - -. —._ — —_. — t s.. T J i� - - - -J –C =_= — w _ --- - - - - -- - �� — EXISTING SEWER MAIN M 0 - + '_�___° 13 +00 s - — 14 F 5 15± 0 12 _ � 1 �— 17 +00 _. —.w._ i I S 18+00 Y 13 +39.23 1 14 +27.23 1 EXISTING CURB & GUTTER 16 +32.00 1 0 0 1 18 +37.20 24.6 RT 24.6 RT 24.7 RT °o N In 24.8 RT — -- -- w T - + _y R /W -. -� R / -- - - R / W - R /W- f R /W— i R.0 -- -- - -- - — -. SID EWALK M EXIS I . Ir 1 I i ® YJ — ® I CONSTRUCTION NOTES Ot INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O 2 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD DWG. NO. 1001. POLE SHALL BE GALVANIZED. I � I s - EXISTING 4I ZTREET LIGH THERMAL I DESIGN GUIDELINES NOTE 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. Exhibit 38 1 Street Sign Enlargement Thermal's new street signs contain the colorful community logo mounted on a decorative, capped post. The long sign plaque has a soft, white background, reminiscent of the light colors of packing houses, and the light -brown border and lettering capture the colors of the desert. 3. Street Signs Street signs are a simple, effective and fairly inexpensive way to strengthen a community's identity. Because they are placed at intersections, they are highly visible, providing a constant visual reminder to motorists and pedestrians of Thermal's design themes. Thermal's new street signs contain the colorful community logo mounted on a decorative, capped post. The long sign plaque has a soft, white background, reminiscent of the light colors of packing houses, and the light -brown border and lettering capture the colors of the desert. O 0' 40' 80' 120' 160' 6 t,IDLS rsr BENCHMARK: KK 516 391.19' (NAND 88 + 500') 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER OF OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, EAST OF CENTERLINE. ' 22,000 LUMEN LUMINAIRE 34240 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 FULL CUT -OFF I 1 I i ® YJ — ® I CONSTRUCTION NOTES Ot INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O 2 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD DWG. NO. 1001. POLE SHALL BE GALVANIZED. I � I s - EXISTING 4I ZTREET LIGH THERMAL I DESIGN GUIDELINES NOTE 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. Exhibit 38 1 Street Sign Enlargement Thermal's new street signs contain the colorful community logo mounted on a decorative, capped post. The long sign plaque has a soft, white background, reminiscent of the light colors of packing houses, and the light -brown border and lettering capture the colors of the desert. 3. Street Signs Street signs are a simple, effective and fairly inexpensive way to strengthen a community's identity. Because they are placed at intersections, they are highly visible, providing a constant visual reminder to motorists and pedestrians of Thermal's design themes. Thermal's new street signs contain the colorful community logo mounted on a decorative, capped post. The long sign plaque has a soft, white background, reminiscent of the light colors of packing houses, and the light -brown border and lettering capture the colors of the desert. O A PUBLIC SERVICE 01 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ARK BY DATE UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 1 VIN — -- - - -- - TILE - - -- `— 0' 40' 80' 120' 160' 6 t,IDLS rsr BENCHMARK: KK 516 391.19' (NAND 88 + 500') 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER OF OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, EAST OF CENTERLINE. ' 22,000 LUMEN LUMINAIRE 34240 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 FULL CUT -OFF MD HIGH PRESSURE SODIUM TYPE SCALE 1"=40' PREPARED UNDER THE SUPERVISION OF: ®• s/s JULAN A. DE LA TORRE RCE NO. 43880 DATE D ( N RAINCAP REVISIONS APPR DATE SCALE: H: AS SHOWN V: I COUNTY PLAN. FOR PRIVATE LIGHTING WORK CONTAINED WITHIN THESE PLANS w�nnnnvw N+ n✓rv✓vvww�nnrw.^nn _ SHALL NOT COMMENCE UNTIL AN APPROVED BY THE ELECTRIC ORD. REGULATING LIGHT POLLUTION. ENCROACHMENT PERMIT AND /OR A GRADING SERVING UTILITY. DIAL TWO WORKING PERMIT HAS BEEN ISSUED. F7 DESIGN PARAMETERS: —PARKWAY BEFORE DAYS BEFORE - 80 MPH WIND FACTOR i YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE -1.3 GUST FACTOR i MEANDERING FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE ROUND OR OCTAGONAL, SIDEWALK TOLL FREE 800- 227 -2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING TAPERED POLE WITH ACRYLIC 18" AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE t -H A PUBLIC SERVICE 01 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ARK BY DATE UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 1 VIN — -- - - -- - TILE - - -- `— O ++ 104 c o </ 9/" E o 23 +00 2 +00 TT - ST J- w —� I I � I LLI L LI CC F— LLI _ o 00 N N ( MS 4282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET LIGHT PLANS CHURCH STREET PLAN VIEW BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM - OR: W.O. COUNTY CVUSD 2116 FILE N0. 7 SHEET NO. OF __ SHTS EXISTING CENTE Exhibit 37 1 Street Light Thermal's distinctive street lights will provide a unifying and decorative streetscape element ROFESS10 Q Q HAS �Q� p DE ( lOy �yC/ m m LLI C43880 r11 A A P C/ W , � qr F O CAU �F OQ � 6 t,IDLS rsr BENCHMARK: KK 516 391.19' (NAND 88 + 500') 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER OF OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, EAST OF CENTERLINE. 22,000 LUMEN LUMINAIRE 34240 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 FULL CUT -OFF HIGH PRESSURE SODIUM TYPE PREPARED UNDER THE SUPERVISION OF: ®• s/s JULAN A. DE LA TORRE RCE NO. 43880 DATE TO BE SHOWN ON STREET LIGHTING RAINCAP REVISIONS APPR DATE SCALE: H: AS SHOWN V: I COUNTY PLAN. FOR PRIVATE LIGHTING NOTES: RESTRICTIONS WITHIN 45 MILE RADIUS ORNAMENTAL CONCRETE AS OF MT. PALOMAR SEE LATEST COUNTY APPROVED BY THE ELECTRIC ORD. REGULATING LIGHT POLLUTION. SERVING UTILITY. RAN DESIGN PARAMETERS: —PARKWAY - 80 MPH WIND FACTOR i '--VAR.. 1 5' --1 -- VAR. -1.3 GUST FACTOR i MEANDERING ROUND OR OCTAGONAL, SIDEWALK TAPERED POLE WITH ACRYLIC 18" j J ANTI - GRAFFITI COATING. LL —. t -H i� cw ALTERNATE POLE MATERIALS, 6 MIL PLASTIC OR SIGNIFICANT DEVIATION SHEETING.* FROM THESE STANDARDS EXTEND 6 MIL PLASTIC SHALL REQUIRE APPROVAL BY SHEETING Z BEYOND THE SERVING UTILITY COMPANY CONCRETE. AND THE DIRECTOR OF TRANS W PORTATION. 16' PARKWAY SEE STREET LIGHTING SPECIFI- l 4' 5' CATION SECTION 22 OF THIS I STMGH ORDINANCE FOR ADDITIONAL X18" REQUIREMENTS. LL I THE POLES SHALL BE GALVANIZED STEEL IN IID JURISDICTION. 6 MIL PLASTIC SHEETING_ SIDEWALK SECTIONS ?% J 2 LL LL � r mo al a 1 END 6 MIL PLASTIC A t MIL PLASTIC SHEETING 2' BEYOND . SHEETING.* CONCRETE. as _4 - 1 X 3(r X 4" _ ANCHOR BOLTS 2.5' WHEN ABUTTING SOIL HAS A HIGH SULFATE SQUARE OR ROUND FOUNDATION CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION NOT TO SCALE 16.04). APPROVED BY: COUNTY OF RIVERSIDE DATE: 11111 5M �-�q- ' ARTERIAL HIGHWAY DIR OIR OR OF 'PORTATKMI GEORGE A JOH N, RCE 42328 LIGHTING REVISIONS REV. BY: APR'D DATE REV. By APR'D DATe -- 11- 77,11 -62 11.0 1 4 886, 2-1 2 5 STANDARD NO. 1001 6-94,12- S 1 1 1 11 6 O O ++ 104 c o </ 9/" E o 23 +00 2 +00 TT - ST J- w —� I I � I LLI L LI CC F— LLI _ o 00 N N ( MS 4282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET LIGHT PLANS CHURCH STREET PLAN VIEW BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM - OR: W.O. COUNTY CVUSD 2116 FILE N0. 7 SHEET NO. OF __ SHTS EXISTING CENTE Exhibit 37 1 Street Light Thermal's distinctive street lights will provide a unifying and decorative streetscape element ROFESS10 Q Q HAS �Q� p DE ( lOy �yC/ m m LLI C43880 r11 A A P C/ W , � qr F O CAU �F OQ � MSA CONSULTING, INC. PLANNING III CPAL ENGDMMU r G III LAND S URVEYING t,IDLS rsr BENCHMARK: KK 516 391.19' (NAND 88 + 500') 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER OF OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, EAST OF CENTERLINE. 34240 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 DRAWN BY OILS PREPARED UNDER THE SUPERVISION OF: ®• s/s JULAN A. DE LA TORRE RCE NO. 43880 DATE CHECKED BY BSK /JAD REVISIONS APPR DATE SCALE: H: AS SHOWN V: I COUNTY O ++ 104 c o </ 9/" E o 23 +00 2 +00 TT - ST J- w —� I I � I LLI L LI CC F— LLI _ o 00 N N ( MS 4282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET LIGHT PLANS CHURCH STREET PLAN VIEW BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM - OR: W.O. COUNTY CVUSD 2116 FILE N0. 7 SHEET NO. OF __ SHTS EXISTING CENTE Exhibit 37 1 Street Light Thermal's distinctive street lights will provide a unifying and decorative streetscape element �I EX. POWER POLE 92405 TO BE REMOVED �1 � { � PROPOSED ROW r PROPOSED CURB & GUTTER 2 u/m t V�tM1 C � � M 14 ±00 1 5 4 +00 EX. POWER POLE ° 99754D TO BE M REMOVED PROPOSED CATCH BASIN 1 6 +00 EX. POWER POLE 911800D TO BE REMOVED Pod - -- IRR - — E RR - !RR— ,. – ERR IRR -- – 7 RR – .^n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i IRRIGATION METER #4953 BOR IRRIGATION LATERAL { IRRIGATION STAND PIPE 98.8 - 0.51 -0.3 IRRIGATION DIVERSION BOX ! O LIVE STREE I I I ' rE { PROPOSED ROW = / / OVERHEAD ELECTRIC EX. POWER POLE INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O2 INSTALL STREET i 4I I DWG. NO. 1001. LL1 SHALL BE GALVANIZED. iI l- -- - -- I � W OC 1 PROPOSED ROW EX. POWER POLE.I I 94959D TO BE _ m REMOVED U �I EX. POWER POLE 92405 TO BE REMOVED �1 � { � PROPOSED ROW r PROPOSED CURB & GUTTER 2 u/m t V�tM1 C � � M 14 ±00 1 5 4 +00 EX. POWER POLE ° 99754D TO BE M REMOVED PROPOSED CATCH BASIN 1 6 +00 EX. POWER POLE 911800D TO BE REMOVED Pod - -- IRR - — E RR - !RR— ,. – ERR IRR -- – 7 RR – .^n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i IRRIGATION METER #4953 BOR IRRIGATION LATERAL { IRRIGATION STAND PIPE 98.8 - 0.51 -0.3 IRRIGATION DIVERSION BOX ! O LIVE STREE I I I ' rE { PROPOSED ROW = / / OVERHEAD ELECTRIC EX. POWER POLE TO BE RELOCATED 94960D TO BE PROPOSED !WALK { y PROPOSED CUR@ -� GUTTER REMOVED � 1 �I 40 m I UNDERGROUND r ! �_ — +93.54 1 — = -- — -- 34.0 L T INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O2 INSTALL STREET i 4I I DWG. NO. 1001. LL1 SHALL BE GALVANIZED. iI l- -- - -- I � W OC PROPOSED ROW EX. POWER POLE.I I 94959D TO BE _ m REMOVED U TO BE RELOCATED 94960D TO BE PROPOSED !WALK { y PROPOSED CUR@ -� GUTTER REMOVED � 1 �I 40 m I UNDERGROUND r ! �_ — +93.54 1 — = -- — -- 34.0 L T mim z Q [n 0 ry Q z Q I� z O v w J m Q U J n Q 1— w C) z Q Of O 1- z O O I--- U) Q I� I O fy m a. Q CONSTRUCTION NOTES Oi INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O2 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD DWG. NO. 1001. POLE SHALL BE GALVANIZED. > PROPOSED WALK ,°n 17 +00.00 o n N M 1 20 +03.54 34.0 LT PROPOSED CATCH 33.9' LT 1 OLIVE STREET BASIN 1 22 +68.15 g 1 7+00 18 +00 19+00 20 +00 21+00 22 +00 34.0 LT — — — _ — _ — — EX. POWER POLE EXISTING STREET 99753 TO BE o LIGHTS TO BE - REMOVED -...- _.... _. REMOVED _.... - , _...... . _. ,,.. - - -,... R/ _.... n/ —R-/W nom ...;... n /w __ „. -- Lij ----------------------------------- t VBOR IRRIGATION LATERAL 98.8 - 0.51 -0.3 mim z Q [n 0 ry Q z Q I� z O v w J m Q U J n Q 1— w C) z Q Of O 1- z O O I--- U) Q I� I O fy m a. Q CONSTRUCTION NOTES Oi INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O2 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD DWG. NO. 1001. POLE SHALL BE GALVANIZED. 1 1 :1 0 61 SCALE 1 40' NOTE - 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. IMA l U H E �i I! 1 i d! 0 L0 co co w z !3) K r OVERHEAD ELECTRIC TO BE RELOCATED UNDERGROUND 0 +6 f4.0' LT 2 1 1 +00 12 +00 13 +00 4- 1 + EX. POWER POLE 92404D TO BE REMOVED 3 0 z Q V) 0 m Q 0 z Q I— z O v w J m Q U J W a— Q S W O z Q r' O W z O O 1— Q 0 w O m n m Q R - U ) W 1 A I II I' N it I I � I I 3 i I ! I I w 1 I ! � 3 6- w w OVERHEAD ELECTRIC TO BE '.. RELOCATED UNDERGROUND EX. POWER POLE 982661D TO BE REMOVED BOR IRRIGATION STANDPIPE TO BE REMOVED 10 +83.91 2 41 I� ! 11 +00 I III I!L BOR IRRIGATION STANDPIPE PROTECT IN PLACE � I I ! BOR IRRIGATION LATERAL 98.8 - 0.51 -2.5 I I I I , • 80 60 is �. � I♦ 7 � � SCALE 1"=40' CONSTRUCTION NOTES Q 1 INSTALL STREET LIGHT PER THERMAL COMMUNITY GUIDELINES O2 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD DWG. NO. 1001. POLE SHALL BE GALVANIZED. NOT - 1. STREET LIGHTS SHALL BE MAINTAINED BY COACHELLA VALLEY UNIFIED SCHOOL DISTRICT. 2. COACHELLA VALLEY UNIFIED SCHOOL DISTRICT SHALL BE RESPONSIBLE FOR ENERGY COSTS. 3. ALL STREET LIGHT SPECIFICATIONS TO BE APPROVED IN WRITING BY IMPERIAL IRRIGATION DISTRICT AND SUBMITTED FOR COUNTY APPROVAL PRIOR TO ORDERING MATERIALS. ri 15 +00 ROPOSED CURB & GUTTER 16 +0 ' I it II I � I it ! w z o W z< N I ( : � w I Z N Q Q O Z I C1 F- 4 � Q H o Of K K (_ — ------- .._— ... ....4R. -.. r I I I 24 + 00 25+ BOR IRRIGATION LATERAL 98.8 - 0.51 -2.5 EXISTING 10' BOR PROPOSED ROW EASEMENT PROPOSED WALK 0 LL €€ — IRR __.___ _ - R R IP.R 17 �vgg U w it II I � I it ! w z o W z< N I ( : � w I Z N Q Q O Z I C1 F- 4 � Q H o Of K K (_ — ------- .._— ... ....4R. -.. r I I I 24 + 00 25+ BOR IRRIGATION LATERAL 98.8 - 0.51 -2.5 EXISTING 10' BOR PROPOSED ROW EASEMENT PROPOSED WALK ROPOSED CURB & GUTTER 12 +0 3 +0 14 +0 I PROPOSED COMBINATION CATCH BASIN ps — IRR __.___ _ - R R IP.R -- —_— IRR — IRR ROPOSED CURB & GUTTER 12 +0 3 +0 14 +0 I PROPOSED COMBINATION CATCH BASIN ps